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HomeMy WebLinkAbout2000-060 Pathway & Sidewalk Enhancement Projects Agreement with Durand's, Inc. �. ° , 2 } ` j 7 , , :,,,,, --, ., �<"z- • u., i',- . S ;a w'° :Zt, ; p ^i' " '' Tia '' ` h � t ` ', e , - > te a .: a , c' F City Yakima ., ,.....„,,, , Enginee Ea.., .sz. 'itfaltso 4 t a 'NAM ', ' o'IrWr,,P; 4N , " ''''' .,... '''' - Thigigulk 4 , s. , ' Z ..ARTA Pathway & Sidewalk . . Enhancement Projects Location City Proj. No. Federal Aid Proj. NO. Powerhouse Pathway-Chesterly Park 1753 SI PE- 1485(010) N. 34th Ave. Sidewalk Connector 1904 STPE - 1485(014) Englewood Ave. to Roberson School Pathway 1905 STPE- 1485(013) Robertson School to N. 24th Ave, Pathway 1938 S E 1 015) N. 20th Ave. to N. 16th Ave. Pathway 1937 STPE 1485(016) N. 16th Ave. to Swan Ave. Pathway 1903 STPE- 1485(012) r n fir •& gip : . .41,25#444.414,40t1:74,44t46M444,0 Oaf/ Construction Contract Specifications & Bid Documents 129 North Second Street November, 2001 Phone (509) 575 -6111 Yakima, WA 98901 !��® Fax (509) 576 -6305 a.�e��: ^ °"'�?^+, z, ^^ .-�Y «r�..7 m ,�,r. .rn �. . „ °,isti�,. - y �:m sr ,^�.� s- e�`�,i r�. ":7 :�'.:.�r� s 2,. 0 ?.,y .� s '� ,. S =N`� S.Z'NR�' r "' : . e"" :,vZ a, 'P' { 'ate,I`, „ ,. r; ., t .'., ;S ^a3Aa'.•s' ,' Z :"h, AM ��:r *w<,.�:��e<�`�� ”; ;r;:t� k":.,- w: ;,�i4s2.,?zS;;:k':lmxs;'�.,!aau ��i� ?z:��•.e�£esa �a��aa` �; Cisc��: c�3; u�,' ���"" z�.` ���. �' k�. � :'����� «cr`i� � BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. - r • For Meeting 10/15/02 ITEM TITLE: Final Contract Payment for Pathway & Sidewalk Enhancement Project SUBMITTED BY: unity & Economic Development — Engineering Division CONTACT PERSON /TELEPHONE: K. W. Adams, P.E., City Engineer -4 575 -6096 SUMMARY EXPLANATION: This project consisted of constructing facilities for pedestrian pathways at several locations within the City of Yakima. The work included grading, roadway excavation for the pathways, paving the pathways, landscaping with hydro - seeding for lawns, preparing the design, furnishing the materials and installing automatic controlled irrigation systems, chain link fencing, trimming existing trees and shrubs, installing concrete sidewalks and curbing, demolition of a concrete irrigation raceway and screening channel, demolition of a small bridge, and miscellaneous safety devices and comfort items. Final inspection for this project was made and the recommendation is that the project be accepted. • This Council action is to accept the project and approve the final estimate. Retainage will be held 30 days after Council approval. Contractor: Durand's Inc.. Contract Award: 1/29/02 Contract Cost: $442,618.83 Amt. This Payment: -0- The above total contract cost is for construction only and does not include engineering and other costs. Resolution Ordinance Other (Specify) Final Estimate Contract Mail to (name and address): Phone: Funding Source Arterial Street Fund APPROVED FOR SUBMITTAL:��� City Manager STAFF RECOMMENDATION: Accept the project and approve the attached final estimate. BOARD /COMMISSION RECOMMENDATION: COUNCIL ACTION: Standard Motion V -B was adopted. CITY OF YAKIMA, WASHINGTON FILE NO. 1753, 1904, 1905, 1938, 1937, 1903 IMPROVEMENT: Pathway & Sidewalk Enhancement Project 10/1/02 CONTRACTOR: Durand's Inc. MADE BY WL PROGRESS ESTIMATE NO. 5 (Final) CHECKED BY JM NO. ITEM UNIT QUANTITY UNIT AMOUNT % OF CONTRACT PRICE CONT AMOUNT POWERHOUSE PATH - CHESTERLY PARK # 1753 1 SPILL PREVENTION PLAN LS 100% $430.00 $430.00 100% $430.00 2 MOBILIZATION LS 100% $6,356.00 $6,356.00 100% $6,356.00 3 MAINTENANCE AND PROTECTION OF TRAFFIC LS 100% $2,152.00 $2,152.00 100% $2,152.00 4 TRAFFIC CONTROL SUPERVISOR HR 47 $32.28 $1,517.16 78% $1,936.80 5 CONSTRUCTION SIGNS CLASS 'A' SF 0 $5.00 $0.00 0% $480.00 6 ROADSIDE CLEANUP FA 0 $5,000.00 $0.00 0% $5,000.00 7 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 100% $538.00 $538.00 100% $538.00 8 ROADWAY EXCAVATIONS INCL. HAUL CY 500 $6.45 $3,225.00 100% $3,225.00 9 CRUSHED SURFACING BASE COURSE TON 784.95 $17.32 $13,595.33 103% $13,163.20 10 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 TON 357.24 $41.50 $14,825.46 84% $17,637.50 11 TOPSOIL, TYPE C CY 462 $16.14 $7,456.68 250% $2,985.90 12 CEMENT CONC. BARRIER CURB AND GUTTER LF 78 $14.36 $1,120.08 98% $1,148.80 13 TYPE 1 BOLLARD EA 4 $215.20 $860.80 100% $860.80 14 CEMENT CONC. SIDEWALK, 4 -IN. THICK SY 129 $23.35 $3,012.15 168% $1,797.95 15 SIGNPOST SOCKETS EA 1 $53.80 $53.80 100% $53.80 16 REPAIR OR REPLACEMENT FA 0 $5,000.00 $0.00 0% $5,000.00 17 CHANGE ORDER #1 ASPHALT PATH 10 FT WIDE LS 100% $2,800.00 $2,800.00 100% $2,800.00 SUB TOTAL $57,942.46 $65,565.75 N 34TH AVE. SIDEWALK CONNECTOR # 1904 1 SPILL PREVENTION PLAN LS 100% $430.00 $430.00 100% $430.00 2 MOBILIZATION LS 100% $6,356.00 $6,356.00 100% $6,356.00 3 MAINTENANCE AND PROTECTION OF TRAFFIC LS 100% $13,450.00 $13,450.00 100% $13,450.00 4 TRAFFIC CONTROL SUPERVISOR HR 84 $32.28 $2,711.52 34% $8,070.00 5 CONSTRUCTION SIGNS CLASS 'A' SF 0 $5.00 $0.00 0% $240.00 6 ROADSIDE CLEANUP FA 0 $8,000.00 $0.00 0% $8,000.00 7 CLEARING AND GRUBBING LS 100% $2,260.00 $2,260.00 100% $2,260.00 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 100% $1,986.00 $1,986.00 100% $1,986.00 9 ROADWAY EXCAVATION INCL. HAUL CY 250 $6.45 $1,612.50 100% $1,612.50 10 STRUCTURE EXCAVATION CLASS A, INCL HAUL CY 25 $10.80 $270.00 100% $270.00 11 SHORING OR EXTRA EXCAVATION CLASS A, INCL HAUL LS 100% $800.00 $800.00 100% $800.00 12 STRUCTURE EXCAVATION CLASS B, INCL HAUL CY 5 $10.80 $54.00 100% $54.00 NO. ITEM UNIT QUANTITY UNIT AMOUNT % OF CONTRACT PRICE CONT AMOUNT 13 SHORING OR EXTRA EXCAVATION CLASS B LF 50 $6.44 $322.00 100% $322.00 14 CRUSHED SURFACING BASE COURSE TON 89 $17.32 $1,541.48 122% $1,264.36 15 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 TON 68.77 $41.50 $2,853.96 275% $1,037.50 16 REINFORCED CONC. RETAINING WALL, TYPE 3 CY 20 $559.50 $11,190.00 100% $11,190.00 17 CEMENT CONCRETE STEPS CY 2 $667.00 $1,334.00 100% $1,334.00 18 IRRIGATION PIPELINE HEADWALL LS 100% $2,600.00 $2,600.00 100% $2,600.00 19 CL. III REINF. CONC. STORM SEWER PIPE, 42 IN. DIAM. LF 40 $96.85 $3,874.00 100% $3,874.00 20 STORM DRAIN INFILTRATION SYSTEM LS 100% $4,196.00 $4,196.00 100% $4,196.00 21 IRRIGATION SYSTEM LS 100% $4,410.00 $4,410.00 100% $4,410.00 22 CEMENT CONCR. CURB AND GUTTER LF 255 $14.36 $3,661.80 92% $3,977.72 23 CEMENT CONCR. SIDEWALK, 4 -IN. THICK SY 296 $21.70 $6,423.20 191% $3,363.50 24 SIGNPOST SOCKETS EA 1 $53.80 $53.80 100% $53.80 25 REPAIR OR REPLACEMENT FA $368.43 $5,000.00 $368.43 7% $5,000.00 SUB TOTAL $72,758.69 $86,151.38 ENGLEWOOD AVE. TO ROBERTSON SCHOOL # 1905 1 SPILL PREVENTION PLAN LS 100% $430.00 $430.00 100% $430.00 2 MOBILIZATION LS 100% $5,622.00 $5,622.00 100% $5,622.00 3 MAINTENANCE AND PROTECTION OF TRAFFIC LS 100% $2,152.00 $2,152.00 100% $2,152.00 4 TRAFFIC CONTROL SUPERVISOR HR 38 $32.28 $1,226.64 63% $1,936.80 5 CONSTRUCTION SIGNS CLASS 'A' SF 0 $5.00 $0.00 0% $320.00 6 ROADSIDE CLEANUP FA 0 $5,000.00 $0.00 0% $5,000.00 7 CLEARING AND GRUBBING LS 100% $2,300.00 $2,300.00 100% $2,300.00 8 ROADWAY EXCAVATIONS INCL. HAUL CY 340 $6.45 $2,193.00 100% $2,193.00 9 CRUSHED SURFACING BASE COURSE TON 580.08 $17.32 $10,046.99 118% $8,486.80 10 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 TON 275.84 $41.50 $11,447.36 100% $11,412.50 11 TOPSOIL, TYPE C CY 1362 $16.00 $21,792.00 134% $16,320.00 12 SEEDING, FERTILIZING, AND MULCHING SY 4000 $1.87 $7,480.00 98% $7,629.60 13 IRRIGATION SYSTEM LS 100% $24,790.00 $24,790.00 100% $24,790.00 14 TYPE 1 BOLLARD EA 4 $215.00 $860.00 100% $860.00 15 CHAINLINK FENCE, TYPE 6 LF 877 $8.40 $7,366.80 109% $6,745.20 16 REPAIR OR REPLACEMENT FA $747.11 $5,000.00 $747.11 15% $5,000.00 17 CHANGE ORDER #1 ASPHALT PATH 10 FT WIDE LS 100% $1,300.00 $1,300.00 100% $1,300.00 18 CHANGE ORDER #2 LITHIUM BATTERY IRRIGATION CLOCK LS 100% $1,500.00 $1,500.00 100% $1,500.00 SUB TOTAL $101,253.90 $103,997.90 ROBERTSON SCHOOL TO N. 24TH AVE # 1938 1 SPILL PREVENTION PLAN LS 100% $430.00 $430.00 100% $430.00 2 MOBILIZATION LS 100% $5,360.00 $5,360.00 100% $5,360.00 3 MAINTENANCE AND PROTECTION OF TRAFFIC LS 100% $4,300.00 $4,300.00 100% $4,300.00 NO. ITEM UNIT QUANTITY UNIT AMOUNT % OF CONTRACT PRICE CONT AMOUNT 4 TRAFFIC CONTROL SUPERVISOR HR 24 $32.28 $774.72 40% $1,936.80 5 CONSTRUCTION SIGNS CLASS 'A' SF 0 $5.00 $0.00 0% $640.00 6 ROADSIDE CLEANUP FA 0 $5,000.00 $0.00 0% $5,000.00 7 CLEARING AND GRUBBING LS 100% $3,700.00 $3,700.00 100% $3,700.00 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 100% $1,600.00 $1,600.00 100% $1,600.00 9 ROADWAY EXCAVATION INCL. HAUL CY 410 $6.45 $2,644.50 100% $2,644.50 10 CRUSHED SURFACING BASE COURSE TON 632.54 $17.32 $10,955.59 106% $10,305.40 11 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 TON 333.09 $41.50 $13,823.24 101% $13,695.00 12 CEMENT CONC. BARRIER CURB AND GUTTER LF 85 $13.35 $1,134.75 71% $1,602.00 13 TYPE 1 BOLLARD EA 4 $215.00 $860.00 100% $860.00 14 CHAINLINK FENCE, TYPE 6 LF 138 $8.00 $1,104.00 123% $896.00 15 CEMENT CONC. SIDEWALK, 4 -IN. THICK SY 63 $21.71 $1,367.73 85% $1,606.54 16 SIGNPOST SOCKETS EA 1 $53.80 $53.80 100% $53.80 17 REPAIR OR REPLACEMENT FA 0 $5,000.00 $0.00 0% $5,000.00 18 CHANGE ORDER #1 REMOVAL OF EXISTING PUMP HOUSE LS 100% $9,576.40 $9,576.40 100% $9,576.40 SUB TOTAL $57,684.73 $69,206.44 CHAINLINK FENCE, TYPE 6 -- -ADD ALTERNATE ITEM LF 893 $7.10 $6,340.30 99% $6,390.00 BASIC BID + ADD ALTERNATE: SUB TOTAL $64,025.03 $75,596.44 FRUITVALE CANAL N. 16TH AVE. TO N. 20TH AVE. # 1937 1 SPILL PREVENTION PLAN LS 100% $430.00 $430.00 100% $430.00 2 MOBILIZATION LS 100% $5,300.00 $5,300.00 100% $5,300.00 3 MAINTENANCE AND PROTECTION OF TRAFFIC LS 100% $4,300.00 $4,300.00 100% $4,300.00 4 TRAFFIC CONTROL SUPERVISOR HR 60 $32.28 $1,936.80 100% $1,936.80 5 CONSTRUCTION SIGNS CLASS 'A' SF 0 $5.00 $0.00 0% $640.00 6 ROADSIDE CLEANUP FA 0 $5,000.00 $0.00 0% $5,000.00 7 CLEARING AND GRUBBING LS 100% $2,152.00 $2,152.00 100% $2,152.00 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 100% $1,600.00 $1,600.00 100% $1,600.00 9 ROADWAY EXCAVATION INCL. HAUL CY 390 $6.45 $2,515.50 100% $2,515.50 10 CRUSHED SURFACING BASE COURSE TON 701.85 $17.32 $12,156.04 125% $9,699.20 11 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 TON 377.43 $41.50 $15,663.35 122% $12,865.00 12 TYPE 1 BOLLARD EA 4 $215.00 $860.00 100% $860.00 13 CHAIN LINK FENCE, TYPE 6 LF 428 $6.50 $2,782.00 87% $3,185.00 14 CEMENT CONC. SIDEWALK, 4 -IN. THICK SY 80 $21.71 $1,736.80 84% $2,062.45 15 REPAIR OR REPLACEMENT FA 0 $5,000.00 $0.00 0% $5,000.00 SUB TOTAL $51,432.49 $57,545.95 SWAN /N. 16TH AVE. CORRIDOR # 1903 1 SPILL PREVENTION PLAN LS 100% $430.00 $430.00 100% $430.00 2 MOBILIZATION LS 100% $0.00 $0.00 0% $0.00 NO. ITEM UNIT QUANTITY UNIT AMOUNT % OF CONTRACT PRICE CONT AMOUNT 3 MAINTENANCE AND PROTECTION OF TRAFFIC LS 100% $4,300.00 $4,300.00 100% $4,300.00 4 TRAFFIC CONTROL SUPERVISOR HR 65 $32.28 $2,098.20 108% $1,936.80 5 CONSTRUCTION SIGNS CLASS 'A' SF 0 $5.00 $0.00 0% $480.00 6 ROADSIDE CLEANUP FA 0 $5,000.00 $0.00 0% $5,000.00 7 CLEARING AND GRUBBING LS 100% $1,600.00 $1,600.00 100% $1,600.00 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS 100% $1,000.00 $1,000.00 100% $1,000.00 9 ROADWAY EXCAVATION INCL. HAUL CY 265 $6.45 $1,709.25 100% $1,709.25 10 CRUSHED SURFACING BASE COURSE TON 436.76 $17.32 $7,564.68 115% $6,581.60 11 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 TON 254.15 $41.50 $10,547.23 121% $8,715.00 12 TOPSOIL, TYPE C CY 972 $16.00 $15,552.00 309% $5,040.00 13 SEEDING, FERTILIZING, AND MULCHING SY 3910 $2.00 $7,820.00 105% $7,480.00 14 IRRIGATION SYSTEM LS 100% $22,653.28 $22,653.28 100% $22,653.28 15 CEMENT CON. BARRIER CURB AND GUTTER LF 37 $14.36 $531.32 106% $502.60 16 TYPE 1 BOLLARD EA 4 $215.00 $860.00 100% $860.00 17 CHAIN LINK FENCE, TYPE 6 LF 1726 $6.45 $11,132.70 100% $11,081.10 18 CEMENT CONCR. SIDEWALK, 4 -IN. THICK SY 65 $21.70 $1,410.50 100% $1,411.15 19 SIGNPOST SOCKETS EA 2 $53.00 $106.00 100% $106.00 20 REPAIR OR REPLACEMENT FA 0 $5,000.00 $0.00 0% $5,000.00 21 CHANGE ORDER #1 3" IRRIGATION SERVICE LS 100% $5,891.10 $5,891.10 100% $5,891.10 SUB TOTAL $95,206.26 $91,777.88 PREVIOUS PAYMENTS TOTAL $442,618.83 92% $480,635.30 1 $202,974.36 LESS PREVIOUS PAYMENT $420,487.88 2 $164,284.81 LESS 5% RETAINAGE $22,130.94 3 $45,954.21 TOTAL $0.00 4 $7,274.50 I certify that the above estimate is true and correct. ''`K r City Engineer • - 01 Y, 4. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Engineering Division t .- ^ ':':::::::::: 129 North Second Street %C� ?' Yakima, Washington 98901 (509) 575 -6111 • Fax 576 -6305 February 1,2002 Durand's, Inc. . 5260 Highway 24 Moxee, Washington 98936 Re: Pathways and Sidewalk Enhancement Projects City Project No.: 1753, 1904, 1905, 1938, 1937, 1903 Fed. Aid Nos.: STPE- 1485(010), (014), (013), (015), (016), (012) Attn: Ms. Laura A Durand • Dear Ms. Durand: The City Manager of the City of Yakima, has authorized an award of the contract for the above referenced project to your company on the basis of your low bid submitted on January 16, 2002 in the amount of $459,567.80 which includes the Add Alternate. This letter is official notification of the award of the contract to your company by the City of Yakima. • We have prepared and we have on hand at the Yakima City Clerk's office four (4) copies of the Specifications and Contracts. You have ten (10) days from this date to sign these documents and furnish the required Performance Bond and Certificate of Insurance. • Your attention is directed to Section 1 -07.18 Public Liability and Property Damage Insurance (APWA only) of the APWA Supplement to the Standard Specifications for coverage limits, additional insurance requirements and special ACORD form wording. You will be notified of the date for the Pre - construction Conference. Please contact Jim Maine, Construction Supervisor, of our office within ten (10) days of this date to discuss various forms and documentation that must be completed and turned into him at the Pre - construction Conference. The Notice to Proceed will also be discussed at the Pre - construction Conference. Jim's office phone is 576 -6604 and his cellular phone is 961 -0056 For your information, we are enclosing a copy of the bid summary for this project. • Sincerely, ,__271 _/- -_. K. Wendell Adams, P.E. City Engineer encl. cc: Glenn Rice, Assistant City Manager Jim Maine, Construction Engineer Al Rose, Project Engineer Wendy Leinan, Contract Specialist City Clerk Edna Pettyjohn Finance File Yakima a- Am.iaah 1994 BID SUMMARY ENGINEER'S DURAND'S, INC. SUPERIOR PAVING CO. EVANS & SON PATHWAYS & SIDEWALK ENHANCEMENT PROJECTS ESTIMATE MOXEE, WA. YAKIMA, WA. YAKIMA, WA. COLUMBIA ASPHALT YAKIMA, WA. ITEM SUBPROJECT 1753 - POWERHOUSE PATH- CHESTERLY PARK QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS • 1 PILL PREVENTION PLAN 2 OBILIZATION 1 LS $700.00 $700.00 $430.00 1 LS $430.00 $200.00 $200.00 $100.00 3 • INTENANCE AND PROTECTION OF TRAFFIC (Min. Bid 52,000) $6,000.00 $6,000.00 $6,356.00 $6,356.00 $100.00 $250.00 $250.00 1 LS $3,800.00 $6,000.00 $6,000.00 $1,000.00 $1,000.00 $3,275.00 4 •INTE ANCEA DPROT PROTECTION $1,936.80 $25.00 $1,500.00 $3,800.00 $2,152.00 $2,152.00 $2,000.00 $3,275.00 5 ONSTRUCTION SIGNS CLASS 'A' 60 HR $32.00 $1,920.00 $32.28 $2,000.00 $3,140.00 .00 $3,140.00 $2,000.00 $2,000.0 96 SF $1 6 • $10.00 $960.00 $5.00 $480.00 $60.00 $35.00 $2,100.00 1 FA $5,000.00 $8.00 $768.00 $4.00 $384.00 7 EMOVAL OF STRUCTURES AND OBSTRUCTIONS $5,000.00 $5,000.00 $5,000.00 $5,000.00 $7.00 $672.00 8 •OADWAYEXCAVATIONINCL.HAUL 1 LS $1,000.00 $1,000.00 $538.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 500 CY $538.00 $ $300.00 $15, 5.00 $15,025.00 $750.00 $750.00 $12.00 $15.65 $7,825.00 $8.30 $4,150.00 9 RUSHED SURFACING BASE COURSE $12.00 $6,000.00 $6.45 $3,225.00 760 TON $15.00 $1200 $6,000.00 $1,. 10 SPHALT .PAVEMENT,CLASS'A'WITHPG64 -28 $11,400.00 $17.32 $13,163.20 $18,00 11 OPSOIL, TYPE C 425 TON $45.00 $19,125.00 $41.50 $13,680.00 $19.18 $14,576.80 $14.00 $10,640.00 185 CY $17,637.50 $39.50 $16,787.50 $44.55 $18,933.75 $34.00 $14,450.00 • • 12 EMENT CONC. BARRIER CURB AND GUTTER $3.00 $555.00 $16.14 $2,985.90 $14.50 $2,682.50 $14.90 $2,756.50 $10.00 $1,850.00 80 LF $12.00 PE 1 BOLLARD $960.00 $14.36 $1,148.80 $g 75 • EMENTCONC.SIDEWALK,4- IN.THICK 4 $150.00 $600.00 $215.20 $780.00 $14.65 $1,172.00 $9.75 $780.00 77 1 $45.00 $860.80 $650.00 $2,600.00 $370.00 IGNPOST SOCKETS $25.00 '1,925.00 $23.35 $1,797.95 $1,480.00 $$18.00 $3,000.00 . $17.00 $1,309.00 $28.20 $2,171.40 II E • PAIR OR REPLACEMENT $45.00 $53.80 $53.80 $30.00 $18.50 $1,424.50 • 1 $5,000.00 $5,000.00 $5,000.00 $30.00 $75.00 $75.00 $50:00 $50.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 UB- TOTAL: $64,990.00 $5,000.00 $5,000.00 $62,765.75 $5,000.00 SUB - PROJECT 1904 - N. 34TH AVE. SIDEWALK CONNECTOR $64,637.00 $78,699.45 $55,391.50 PILL PREVENTION PLAN • PIL L! REVS 1 $700.00 $700.00 $430 1 $430.00 $200.00 $200.00 $100.00 •INTENANCE AND PROTECTION OF TRAFFIC (Min. Bid $12,500) $10,000.00 $10,000.00 $6,356.00 $6,356.00 $100.00 $250.00 $250.00 1 $15,500.00 $7,500.00 $7,500.00 $1,250.00 $1,250.00 $3,385.00 RAFFICCONTROLSUPERVISOR $15,500.00 $13,450.00 $13,450.00 $12,500.00 $3,385.00 ONSTRUCTIONSIGNSCLASS'A' OADSIDE CLEANUP 250 $32.00 $8,000.00 $12,500.00 $17,250.00 $17,250.00 $12,500.00 $12,500.00 $32.28 $8,070.00 $25.00 $6 48 $10.00 $480.00 $1.00 $250.00 $35.00 $8,750.00 1 x 5 . 00 $240.00 $8.00 $384.00 LEARING AND GRUBBING $8,000.00 $8,000.00 $8,000.00 $4.00 $192.00 $7.00 $336.00 1 $8,000.00 $8,000.00 $8,000.00 $8,000.00 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS $3,000.00 $3,000.00 $2,260.00 $2,260.00 $8,000.00 $8,000.00 $8,000.00 1 LS $5,. $1,750.00 $1,750.00 $1,000.00 $1,000.00 9 • OADWAY EXCAVATION INCL. HAUL $5,000.00 $1,986.00 $1,986.00 $10,000.00 $750.00 $750.00 10 TRUCTURE EXCAVATION CLASS A, INCL HAUL 250 CY $12.00 $3,000.00 $10,000.00 $ 3,5 $7.50 . $3,500.00 $2,700.00 $10.00 $2,500.00 $6.45 $1,612.50 $12.00 $3,000.00 $2,700.00 11 HORING OR EXTRA EXCAVATION CLASS A, INCL HAUL 25 CY $10.00 $250.00 $ .00 $500 $1 1 LS $500.00 $500.00 $800.00 $10.80 $270.00 $15.00 $375.00 12 TRUCTURE EXCAVATION CLASS B INCL HAUL $20.00 $500.00 MISSING #VALUE! 5 CY $6.00 $800.00 $150.00 $150.00 $250.00 $250.00 MISSING #VALUE! ! $15.00 $75.00 MISSING #VALUE! . 13 HORING OR EXTRA EXCAVATON CLASS B $30.00 $10.80 $54. . 50 LF $3.08 $20.00 $75.00 $2.00 $100.00 $2.00 $100.00 00 $100.00 $15 • 14 RUSHED SURFACING BASE COURSE $ 0.00 $6.44 $ $30.00 $1 15 • SPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 73 TON $15.00 $1,095.00 25 TON $17.32 $1,264.36 $18.00 $1,314.00 16 'EINFORC O C. PAVEMENT, C G SS'A' WITH P 3 $45.00 $1,125.00 $41.50 $1,037.50 $39.50 $987.50 $44.55 $19.1: $1,400.14 $14.00 $1 $850 .00 20 CY $400.00 17 EMENT CONCRETE STEPS $8,000.00 $559.50 $11,190.00 $495.00 $1,113.75 $34,00 $850.00 18 IRRIGATION PIPELINE HEADWALL 2 CY $800.00 $1,600.00 $9,900.00 $591.00 $11,820.00 $500.00 $10,000.00 1 CY $ $800.00 $667.00 $1,334.00 $495.00 $990.00 $620.00 $1,240.00 $475.00 $950.00 $2,000.00 $2,600.00 $2,600.00 $1,750.00 $1,750.00 $1,609.8: $1,609.88 $2,225.00 $2,225.00 C • ITY ENGINEERS REPORT COMPETITIVE BIDS WERE OPENED ON JAN. 16, 2002. " 0 . Y e � ll'�4 CITY OF YAKIMA • ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. .-� •. + ++ ++ I RECOMMEND THE CONTRACT BE AWARDED WITH ••, r + Pathway & Sidewalk Enhancement Project THE ADD ALTERNATE T0: ' Yr , • l ) AWARD MADE BY CITY MANAGER City Project Nos.: 1753, 1904, 1905, 1938, 1937, 1903 DURAND'S IN i b Federal Aid Nos.: STPE- 1485(010), (014), (013), (015), (016), (012) • + +i+ * rte. • y c = -` : '++, l'ib \Zw"� c DATE: January 16, 2002 DATE CITY ENGINEER i , lt ( . 709 ATE° \ $ $' FILE: Pathway &Sidewalk Bid Sum Tab.pub ``` >>.�,... - - - -- DATE CITY MANAGER SHEET 1 of 4 ENGINEERS DURAND'S , INC. SUPERIOR PAVING CO. EVANS & SON COLUMBIA ASPHALT BID SUMMARY ESTIMATE MOXEE, WA. YAKIMA, WA. YAKIMA, WA. YAKIMA, WA. PATHWAYS & SIDEWALK ENHANCEMENT PROJECTS UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT • ITEM CONTINUE FROMPAGEI OF4 QTY UNIT DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS DOLLARS 19 CL. III REINF. CONC. STORM SEWER PIPE, 42 IN. DIAM. 40 LF $300.00 $12,000.00 $96.85 $3,874.00 $120.00 $4,800.00 $170.26 $6,810.40 $345.00 $13,800.00 ' 20 STORM DRAIN INFILTRATION SYSTEM 1 LS $6,000.00 $6,000.00 $4,196.00 $4,196.00 $4,600.00 $4,600.00 $5,600.00 $5,600.00 $3,500.00 $3,500.00 21 IRRIGATION SYSTEM 1 LS $18,000.00 $18,000.00 $4,410.00 $4,410.00 $2,500.00 $2,500.00 $3,775.00 $3,775.00 $2,450.00 $2,450.00 22 CEMENT CONC. CURB AND GUTTER 277 LF $12.00 $3,324.00 $14.36 $3,977.72 $9.75 $2,700.75 $13.30 $3,684.10 $9.75 $2,700.75 23 CEMENT CONC. SIDEWALK, 4 -IN. THICK 155 SY $25.00 $3,875.00 $21.70 $3,363.50 $17.00 $2,635.00 $28.86 $4,473.30 $18.50 $2,867.50 24 SIGNPOST SOCKETS 1 EA $45.00 $45.00 $53.80 $53.80 $30.00 $30.00 $75.00 $75.00 $50.00 $50.00 25 REPAIR OR REPLACEMENT 1 FA $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 SUB - TOTAL: $116,674.00 $86,151.38 $87,491.25 $80,943.57 #VALUE! SUB - PROJECT 1905 • ENGLEW000 AVE. TO ROBERTSON SCHOOL 1 SPILL PREVENTION PLAN 1 LS $700.00 $700.00 $430.00 $430.00 $200.00 $200.00 $100.00 $100.00 $250.00 $250.00 2 MOBILIZATION 1 LS $9,000.00 $9,000.00 $5,622.00 $5,622.00 $5,500.00 $5,500.00 $750.00 $750.00 $4,875.00 $4,875.00 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min. Bid $2,000) 1 LS $3,800.00 $3,800.00 $2,152.00 $2,152.00 $2,000.00 $2,000.00 $3,140.00 $3,140.00 $2,000.00 $2,000.00 4 TRAFFIC CONTROL SUPERVISOR 60 HR $32.00 $1,920.00 32.28 $1,936.80 $30.00 $1,800.00 $1.00 $60.00 $35.00 $2,100.00 5 CONSTRUCTION SIGNS CLASS 'A' 64 SF $10.00 $640.00 $5.00 $320.00 $8.00 $512.00 $4.00 $256.00 $7.00 $448.00 6 ROADSIDE CLEANUP 1 FA $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 . 7 CLEARING AND GRUBBING 1 LS $2,500.00 $2,500.00 $2,300.00 $2,300.00 $950.00 $950.00 $4,000.00 $4,000.00 $500.00 $500.00 , 8 ROADWAY EXCAVATION INCL. HAUL 340 CY $12.00 $4,080.00 $6.45 $2,193.00 $12.00 $4,080.00 $19.50 $6,630.00 $10.50 $3,570.00 9 CRUSHED SURFACING BASE COURSE 490 TON $15.00 $7,350.00 $17.32 $8,486.80 $18.00 $8,820.00 $19.18 $9,398.20 $14.00 $6,860.00 10 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 275 TON $45.00 $12,375.00 $41.50 $11,412.50 $39.50 $10,862.50 $44.55 $12,251.25 $34.00 $9,350.00 11 TOPSOIL,TYPEC 1020 CY $3.00 $3,060.00 $16.00 $16,320.00 $14.50 $14,790.00 $15.00 $15,300.00 $12.20 $12,444.00 , 12 SEEDING, FERTILIZING, AND MULCHING 4080 SY $3.50 $14,280.00 $1.87 $7.629.60 $1.90 $7,752.00 $0.56 $2,284.80 $1.80 $7,344.00 13 IRRIGATION SYSTEM 1 LS $23,000.00 $23,000.00 $24,790.00 $24,790.00 $21,000.00 $21,000.00 $42,358.00 $42,358.00 $21,990.00 $21,990.00 14 TYPE 1 BOLLARD 4 EA $150.00 $600.00 $215.00 $860.00 $650.00 $2,600.00 $370.00 $1,480.00 $750.00 $3,000.00 15 CHAIN LINK FENCE, TYPE 6 803 LF $8.50 $6,825.50 $8.40 $6,745.20 $7.80 $6,263.40 $8.81 $7,074.43 $5.80 $4,657.40 16 REPAIR OR REPLACEMENT 1 FA $5,000.00 $5,000.00 $5,000.00 $5.000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 SUB - TOTAL: $100,130.50 $101.197.90 $97,129.90 $115,082.68 $89,388.40 • SUBPROJECT 1938 - ROBERTSON SCHOOL TO N. 24Th AVE. . 1 SPILL PREVENTION PLAN 1 LS $700.00 $700.00 $430.00 $430.00 $200.00 $200.00 $100.00 $100.00 $250.00 $250.00 2 MOBILIZATION 1 LS $5,000.00 $5,000.00 $5,360.00 $5,360.00 $6,800.00 $6,800.00 $1,250.00 $1,250.00 $3,915.00 $3,915.00 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min. Bid $4,000) 1 LS $5,600.00 $5,600.00 $4,300.00 $4,300.00 $4,000.00 $4,000.00 $5,140.00 $5,140.00 $4,000.00 $4,000.00 4 TRAFFIC CONTROL SUPERVISOR 60 HR $32.00 $1,920.00 32.28 $1,936.80 $25.00 $1,500.00 $1.00 $60.00 $35.00 $2,100.00 5 CONSTRUCTION SIGNS CLASS 'A' 128 SF $10.00 $1,280.00 $5.00 $640.00 $8.00 $1,024.00 $4.00 ' $512.00 $7.00 $896.00 6 ROADSIDE CLEANUP 1 FA $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 7 CLEARING AND GRUBBING 1 LS $2,500.00 $2,500.00 $3,700.00 $3,700.00 $1,150.00 $1,150.00 $4,200.00 $4,200.00 $500.00 $500.00 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS $3,000.00 $3,000.00 $1,600.00 $1,600.00_ $1,050.00 $1,050.00 $3,000.00_ $3,000.00_ $2,000.00 $2,000.00 CITY ENGINEERS REPORT _------ ,,,.,,, , CITY OF YAKIMA COMPETITIVE BIDS WERE OPENED ON JAN. 16, 2002. -.7"----42 Y Y• !� lil +y ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. •• ' •.t4h Pathway & Sidewalk Enhancement Project I RECOMMEND THE CONTRACT BE AWARDED WITH / +y THE ADD ALTERNATE TO: 0 ; AWARD MADE BY CITY MANAGER City Project Nos.: 1753, 1904, 1905, 1938, 1937, 1903 ¢ Federal Aid Nos.: STPE- 1485(010), (014), (013), (015), (016), (012) DURAND'S INC. 4 1 :� ;/ 7 '+, ++ * * DATE: January 16, 2002 / - - y 2... c ..,A L ■ ,,, + +t l`` °R p� R�T �� �a� _ _ - FILE: Pathway & Sidewalk Bid Sum Tab.pub DATE CITY ENGINEER > `l. _ DATE CITY MANAGER SHEET 2 of 4 BID SUMMARY ENGINEERS SUPERIOR PAVING CO. . ' ESTIMATE DURAND'S , INC. EVANS 8 SON COLUMBIA ASPHALT i PATHWAYS & SIDEWALK ENHANCEMENT PROJECTS YAKIMA, WA. ITEM MOXEE, WA. YAKIMA, WA YAKIMA, WA. g NO. CONTINUE FROM PAGE 2 OF 4 I : QTY UNIT 1 [ 9 ROADWAY EXCAVATION INCL. HAUL 10 CRUSHED SURFACING BASE COURSE 410 CY $12.00 $4,920.00 $6.45 99500 $7,175.00 595 TON $2,644.50 $12.00 $4,920.00 $19.50 $7,. 1 11 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 $15.00 $8,925.00 $17.32 $10,305.40 $18.00 $17.50 330 TON $45.00 $14,850.00 $41.50 $13,035.00 $5.00 $4 4. 45 5 $11,7 111 12.10 $14.00 $8,330.00 I 12 CEMENT CONC. BARRIER CURB AND GUTTER $13,695.00 $39.50 $13,035.00 13 TYPE1BOLLARD 4 EA 120 LF $12.00 $1,440.00 $13.35 $ $11,220.00 $1,602.00 $10.25 $1,230.00 $14.65 $1,758.00 ) 14 CHAIN LINK FENCE, TYPE 6 $150.00 $600.00 $215.00 $860.00 $ $1,170.00 112 LF $8.50 $650.00 $2,600.00 $370.00 $1,480.00 $750.00 $3,000.00 $7.50 $840.00 . 15 CEMENT CONC. SIDEWALK, 4 -IN. THICK $952.00 $8.00 $896.00 $7.85 74 SY $25.00 $1,850.06 $21.71 $879.20 $8.86 $992.32 $7 i6 SIGNPOST SOCKETS 1 EA .00 $45. _ $53.80 $1,606.54 $17.00 $1,258.00 $29.20 $2,160.80 17 REPAIR OR REPLACEMENT $ $18.50 $1,369.00 1 FA $5,000.00 $53.86 $30.00 $30.00 $75.00 $75.00 $50.00 $50.00 $5,000.00 $5,000.00 _ $5,000.00 $5,000.00 $5,000.00 $5,000.00 • $5,000.00 ,000. $5,000.00 CHAIN LINK FENCE, TYPE 6 - -- -ADD ALTERNATE ITEM 00 _ SUB - TOTAL: $63,582. _ $5,000.00 900 LF $g 50 $59,630.04 $60,386.20 $64,836.72 BASIC BID +qDD ALTERNATE: $7,650.00 $7.10 $6,390.00 $6.60 $$5,815.00 SUB - TOTAL: $71,232.00 $5,940.00 $7.45 $6,705.00 $6.30 62,485.00 $66,020.04 $66,326.20 $71'541.72 $62,485.00 SUB - PROJECT 1937- FRUITVALE CANAL N. 16TH AVE. TO N. 20TH AVE. 1 SPILL PREVENTION PLAN 2 MOBILIZATION 1 LS $700.00 $700.00 $430.00 $430.00 $200.00 $200.00 $100.00 $100.00 $250.00 $250.00 1 LS $7,000.00 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min. Bid $4,000) $7,000.00 $5,300.00 $5,300.00 $5,500.00 $5,500.00 $750.00 4 MAINTENANCE CONTROL PROTECTION SUPERVISOR 60 HR 1 LS $5,600.00 $5,600.00 $4,300.00 $750.00 $3,020.00 $3,020.00 $1,936.80 $4,000.00 $4,000.00 $5,140.00 $5,140.00 $4,000.00 5 CONSTRUCTION SIGNS CLASS 'A' $32.00 $1,920.00 32.28 $1,936.80 $25.00 $4,000.00 128 SF $10.00 $1,280.00 $1,500.00 $1.00 $60.00 $35.00 $2,100.00 • 6 ROADSIDE CLEANUP 1 FA $5,000.00 $5,000.00 $5,000.00 $5.00 $640.00 $8.00 $1,024.00 $4.00 7 CLEARING AND GRUBBING $512.00 $7.00 $896.00 1 LS $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS $2,500.00 $2,500.00 $2,152.00 1 LS $2,152.00 $1,060.00 $1,060.00 $3,750.00 $3,750.00 $500.00 $500.00 9 ROADWAY EXCAVATION INCL. HAUL $2,000.00 $2,000.00 $1,600.00 390 CY $1,600.00 $500.00 .00 $500.00 $1,000.00 $1,000.00 $1,000.00 $17.00 $2,769.00 . 10 CRUSHED SURFACING BASE COURSE $12.00 $4,680.00 $6.45 $2,515.50 $12.00 $1,000.00 560 TON $15.00 $8,400.00 $4,680.00 $17.00 $6,630.00 $7 11 • SPHALT CONC. PAVEMENT, CLASS A' WITH PG 64 -28 $17.32 $9,699.20 $18.00 $10,080.00 $19.18 $10,740.80 $14.00 $7,840.00 12 TYPE1BOLLARD 310 TON $45.00 $13,950.00 $41.50 4 EA $12,865.00 $39.50 $12,245.00 $44.55 $13,810.50 13 CHAIN LINK FENCE, TYPE 6 $150.00 $600.00 $215.00 $860.00 $34.00 $ $3,000.00 3,000.00 - 490 LF $8.50 $650.00 $2,600.00 $3 .00 $1,480.00 $750.00 $6.84 $2,842.00 . • 14 CEMENT CONC. SIDEWALK, 4 -IN. THICK $4,165.00 $6.50 $3,185.00 $6.0 $ 95 SY $25.00 _ $2,940.00 $6.84 $3,351.60 $5 15 REPAIR OR REPLACEMENT $2,375.00 $21.7 52,062.45 $17.00 $1,615.00 1 FA $5,000.00 $5,000.00 $5,000.00 $25.36 $2,403.50 $18.50 $1,757.56 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 SUB - TOTAL: $65,170.00 $57.545.95 50,514.50 $57,944.00 $59,728.40 $50,514.50 SUB - PROJECT 1903-SWAN/N. 16Th AVE. CORRIDOR 1 SPILL PREVENTION PLAN 2 MOBILIZATION 1 LS $700.00 $700.00 $430.00 00 1 1 LS $430.00 $200.00 $200.00 $100.00 $100.00 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min. Bid $4,000) $9,000.00 $9,000.00 $0.00 $0.00 $7,000.00 $7,000.00 $750.00 $750.00 $2,800.00 $2,800.0 $250.00 $250.00 1 LS _ $5,600.00 $5,600.00 $4,300.00 $4,300.00 $4,500.06 1 CITY ENGINEERS REPORT $a.5oo.00 $5,140.06 $5,140.00 $4,000.06 $4,000.00 COMPETITIVE BIDS WERE OPENED ON JAN. 16, 2002. _ ' ,�7 -I i``ty CITY OF YAKIMA ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. t , � • I RECOMMEND THE CONTRACT BE AWARDED WITH � ' `� ' I Pathway & Sidewalk Enhancement Project THE ADD ALTERNATE T0: r ��i, y - : l AWARD MADE BY CITY MANAGER City Project Nos.: 1753, 1904, 1905, 1 938,1937,190 3 DURAND'S INC. , � Federal Aid Nos.: STPE- 1485(010), (014), (013), (015), (016), (012) ,,J G r ' (2 ` L/ _ 2__ - '4, ri +� r l • � * i -Z_ -- DATE: January 16, 2002 DATE CITY ENGINEER � � p URATED � � ` `>> DATE CITY MANAGER FILE: Pathway &Sidewalk Bid Sum Tab.pub SHEET 3 of 4 BID SUMMARY ENGINEERS SUPERIOR PAVING CO. EVANS & SON COLUMBIA ASPHALT ESTIMATE DURAND'S , INC. YAKIMA, WA. YAKIMA, WA YAKIMA, WA. MOXEE, WA. CITY PROJECT ITEM Bid Security - NO. ITEM QTY UNIT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT CONTINUE FROM PAGE 3 OF 4 4 TRAFFIC CONTROL SUPERVISOR 60 HR $32.00 $1,920.00 $32.28 $1,936.80 $25.00 $1,500.00 $1.00 $60.00 $35.00 $2,100.0C 5 CONSTRUCTION SIGNS CLASS 'A' 96 SF $10.00 $960.00 $5.00 $480.00 $8.00 $768.00 $4.00 $384.00 $7.00 $672.0[ 6 ROADSIDE CLEANUP 1 FA $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.0C 7 CLEARING AND GRUBBING 1 LS $2,000.00 $2,000.00 $1,600.00 $1,600.00 $750.00 $750.00 $4,000.00 $4,000.00 $500.00 $500.00 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS $1,000.00 $1,000.00 $1,000.00 $1,000.00 $500.00 $500.00 $750.00 $750.00 $500.00 $500.00 9 ROADWAY EXCAVATION INCL. HAUL 265 CY $12.00 $3,180.00 $6.45 $1,709.25 $12.00 $3,180.00 $28.80 $7,632.00 $10.50 $2,782.5C 10 CRUSHED SURFACING BASE COURSE 380 TON $15.00 $5,700.00 $17.32 $6,581.60 $18.00 $6,840.00 $19.18 $7,288.40 $14.00 $5,320.00 11 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG -64 -28 210 TON $45.00 $9,450.00 $41.50 $8,715.00 $39.50 $8,295.00 $44.55 $9,355.50 $34.00 $7,140.0C 12 TOPSOIL, TYPE C 315 CY $3.00 $945.00 $16.00 $5,040.00 $14.50 $4,567.50 $15.50 $4,882.50 $10.00 $3,150.0C 13 SEEDING, FERTILIZING, AND MULCHING 3740 SY $3.50 $13,090.00 $2.00 $7,480.00 $1.90 $7,106.00 $0.56 $2,094.40 $1.80 $6,732.0C 14 IRRIGATION SYSTEM 1 LS $23,000.00 $23,000.00 $22,653.28 $22,653.28 $19,500.00 $19,500.00 $19,197.50 $19,197.50 $20,230.00 $20,230.00 15 CEMENT CONC. BARRIER CURB AND GUTTER 35 LF $12.00 $420.00 $14.36 $502.60 $9.75 $341.25 $18.65 $652.75 $9.75 $341.25 16 TYPE 1 BOLLARD 4 EA $150.00 $600.00 $215.00 $860.00 $650.00 $2,600.00 $370.00 $1,480.00 $750.00 $3,000.0C 17 CHAIN LINK FENCE, TYPE 6 1718 LF $8.50 $14,603.00 $6.45 $11,081.10 $6.10 $10,479.80 $6.86 $11,785.48 $5.80 $9.964.4C 18 EMENT CONC. SIDEWALK, 4 -IN. THICK 65 SY $25.00 $1,625.00 $21.71 $1,411.15 $17.00 $1,105.00 $30.50 $1,982.50 $18.50 $1,202.5C 19 SIGNPOST SOCKETS 2 EA $45.00 $90.00 $53.00 $106.00 $30.00 $60.00 $75.00 $150.00 $50.00 $100.0[ 20 REPAIR OR REPLACEMENT 1 FA $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $5,000.0C SUB - TOTAL: $103,883.00 $85,886.78 $89,292.55 $87,685.03 $80,784.65 SUMMARY SUB - 1753 SUB -TOTAL BID: $64,990.00 $62,765.75 $64,637.00 $78,699.45 $55,391.50 1904 SUB - TOTAL BID: $116,674.00 $86,151.38 $87,491.25 $80,943.57 #VALUE! . 1905 SUB -TOTAL BID: $100,130.50 $101,197.90 $97,129.90 $115,082.68, $89,388.40 1938 BASIC SUB - TOTAL BID: $63,582.00 $59,630.04 $60,386.20 $64,836.72 $56,815.00 ADD ALTERNATE BID: $7,650.00 $6,390.00 $5,940.00 $6,705.00 $5,670.00 BASIC BID WIADD ALTERNATE: $71,232.00 $66,020.04 $66,326.20 $71,541.72 $62,485.00 1937 SUB -TOTAL BID: $65,170.00 $57,545.95 $57,944.00 $59,728.40 $50,514.50 1903 SUB - TOTAL BID: $85.886.78 , . , ; • ; • ', ; • ;.• .. � ' TOTAL PROJECT BID WO/ADD ALTERNATE: $514,429.50 I $453,177.80 $456,880.90 $486,975.85 #VALUE! TOTAL PROJECT BID WIADD ALTERNATE: $522,079.50 $459,567.80 $462,820.90 $493,680.85 #VALUE! 1 CITY ENGINEERS REPORT ----- „„,�.,‘i CITY OF YAKIMA COMPETITIVE BIDS WERE OPENED ON JAN. 16, 2002. _ =' � p Y Yr �i� ALL BIDS HAVE BEEN REVIEWED BY THIS OFFICE. X • ~ 1 4 Pathway & Sidewalk Enhancement Project I RECOMMEND THE CONTRACT BE AWARDED WITH '` • '•, � +r / o y j THE ADD ALTERNATE TO: j ' % City Project Nos.: 1753,1904,1905,1938, AWARD MADE BY CITY MANAGER � • rte4 _ : ; Federal Aid Nos.: STPE-1485(010), (014), (013), (015), (016), ( 012 DURAND'S IN . i J . • . ' L �� + �, ' >~ r % DATE: January 16, 2002 • - Z L' ` "''` - 1 1 4 1 � 1 � �,� \sw� FILE: Pathway & Sidewalk Bid Sum Tab.pub , k S P UR AVID DATE CITY ENGINEER l i ����" ` "`�,,,__ - -` DATE CITY MANAGER SHEET 4 of 4 • o r V ■1 4.' DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Engineering Division k ' % 129 North Second Street ', I:;: .' Yakima, Washington 98901 (509) 575 -6111 • Fax 576 -6305 February 1,2002 Durand's, Inc. 5260 Highway 24 Moxee, Washington 98936 Re: Pathways and Sidewalk Enhancement Projects City Project No.: 1753, 1904, 1905, 1938, 1937, 1903 Fed. Aid Nos.: STPE- 1485(010), (014), (013), (015), (016), (012) Attn: Ms. Laura A Durand Dear Ms. Durand: The City Manager of the City of Yakima, has authorized an award of the contract for the above referenced project to your company on the basis of your low bid submitted on January 16, 2002 in the amount of $459,567.80 which includes the Add Alternate. This letter is official notification of the award of the contract to your company by the City of Yakima. We have prepared and we have on hand at the Yakima City Clerk's office four (4) copies of the Specifications and Contracts. You have ten (10) days from this date to sign these documents and furnish the required Performance Bond and Certificate of Insurance. Your attention is directed to Section 1 -07.18 Public Liability and Property Damage Insurance (APWA only) of the APWA Supplement to the Standard Specifications for coverage limits, additional insurance requirements and special ACORD form wording. You will be notified of the date for the Pre - construction Conference. Please contact Jim Maine, Construction Supervisor, of our office within ten (10) days of this date to discuss various forms and documentation that must be completed and turned into him at the Pre - construction Conference. The Notice to Proceed will also be discussed at the Pre - construction Conference. Jim's office phone is 576 -6604 and his cellular phone is 961 -0056 For your information, we are enclosing a copy of the bid summary for this project. Sincerely, f K. Wendell Adams, P.E. City Engineer encl. • cc: Glenn Rice, Assistant City Manager Jim Maine, Construction Engineer Al Rose, Project Engineer Wendy Leinan, Contract Specialist City Clerk Edna Pettyjohn Finance File Yakima kiatid roc 1994 ADDENDUM NO. 3 TO THE CONTRACT DOCUMENTS FOR THE CITY OF YAKIMA, WA. FOR Pathway & Sidewalk Enhancement Projects (N. 34 Ave. Sidewalk Connector) Federal Aid Project No. STPE- 1485(014) CITY PROJECT 1904 BID OPENING: Jan. 16, 2002 2:00 P.M. TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The following additions and revisions are made to correct the Contract Documents for this project. 1. The Proposal for this project is revised as follows:: Remove the Proposal Item list on page 188 and replace it with the attached Revised Proposal Item list page 188 Payment items for the following were omitted from the proposal: Structure Excavation, Class A incl. Haul, Structure Excavation, Class B Incl. Haul, and Shore or Extra Excavation, Class A Incl. Haul. This addendum is to be considered as much a part of the Contract Documents as if it were included in the body of the plans and specifications, and will be incorporated in and made a part of the contract when awarded and when formally executed. The Bidder shall acknowledge in writing, on the Proposal Signature Sheet, this addendum in order to have the bid considered. APPROVED: �� da L--,, K. W ndell Ada P.E. Date END OF ADDENDUM NO. 1 1 of DEVISED ADDENDUM NO. 3 ITEM PROPOSAL ITEM UNIT PRICE AMOUNT — I NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS SUB - PROJECT 1904 - N. 34TH AVE. SIDEWALK CONNECTOR 1 SPILL PREVENTION PLAN 1 LS 1 -07.15 2 MOBILIZATION 1 LS 111 11.11111111111111111 ! 1 -09.7 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min. Bid $12,500) 1 LS 1 -10.5 I . 4 TRAFFIC CONTROL SUPERVISOR 250 HR 1 -10.5 5 CONSTRUCTION SIGNS CLASS 'A' 48 SF I 1 1 -10.5 6 ROADSIDE CLEANUP 1 FA . 8,000.00 i 8,000.00 J 2 -01.5 7 CLEARING AND GRUBBING 1 LS 2 -01.5 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 2 -02.5 9 ROADWAY EXCAVATION INCL. HAUL 250 CY 2 -03.5 10 STRUCTURE EXCAVATION, CLASS A INCL HAUL 25 CY 2.09.5 • 11 SHORING OR EXTRA EXCAVATION, CLASS A INCL HAUL 1 LS 2 -09.5 I 12 STRUCTURE EXCAVATION, CLASS B INCL. HAUL 5 CY ' 13 SHORING OR EXTRA EXCAVATON CLASS B 50 LF 2 -09.5 r i 14 CRUSHED SURFACING BASE COURSE 73 TON 4 -04.5 15 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 25 TON I 5 -04.5 16 REINFORCED CONC. RETAINING WALL, TYPE 3 20 CY 6 -02.5 17 CEMENT CONCRETE STEPS 2 CY 18 IRRIGATION PIPELINE HEADWALL 1 LS i 6 -02.5 19 Cl. III REINF. CONC. STORM SEWER PIPE, 42 IN. DIAM. 40 LF : 1111111111M11111111 7 -02.5 20 STORM DRAIN INFILTRATION SYSTEM 1 LS ' I 7.05.5 21 IRRIGATION SYSTEM 1 LS 8 -03.5 %., I 22 CEMENT CONC. BARRIER CURB AND GUTTER 277 LF 8 -04.5 23 CEMENT CONC. SIDEWALK, 4 -IN. THICK 155 SY 8 -14.5 I 24 SIGNPOST SOCKETS 1 EA Milli=1 8 -14.5 . 25 REPAIR OR REPLACEMENT 1 FA 5,000.00 5,000.00 I 8 -30.5 SUB - TOTAL: 1 88 ADDENDUM NO. 2 TO THE CONTRACT DOCUMENTS FOR THE CITY OF YAKIMA, WA. FOR Pathway & Sidewalk Enhancement Projects BID OPENING: Jan. 16, 2002 2:00 P.M. TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The following additions and revisions are made to clarify the Contract Documents for this project. A PROPOSAL 1. The Proposal is supplemented with the following: To be responsive, the Bidder shall provide a bid for all of the SUB - PROJECTS of this Project, including the Add Alternate. The Contract will be awarded as one total project based on the Total Project Bid amount determined by the City on the SUMMARY sheet, page 193. 2. SUB - PROJECT 1905, ENGLEWOOD AVE. TO ROBERTSON SCHOOL Page 189. Change the quantity for item 15. Chain Link Fence, Type 6 on the Proposal Form from 750 LF to 803 LF. 3. SUB - PROJECT 1903, SWAN /N. 16 AVE. CORRIDOR. Page 192 Change the quantity for Item 17, Chain Link Fence, Type 6 on the Proposal Form from 895 LF to 1718 LF. 4. SUB - PROJECT 1938, ROBERTSON SCHOOL TO N. 24 AVE. Page 190. The following NOTE shall apply to the ADD ALTERNATE item for Chain Link Fence: The location for the additional Chain Link Fence covered by this Add Alternate is shown on the Plans. Bidders shall provide an amount for this item. The City will determine whether to include the additional fencing in the Contract based on Project Funds available and the Total Project Bid amount as shown on the SUMMARY sheet, page 193. 1 of 2 B PLANS 1. Replace Drawing Sheets 1 and 2 of 4, Robertson School to N. 24 Ave. Pathway with the attached Revised Drawing Sheets 1 and 2 of 4, Robertson School to N. 24 Ave. Pathway. 2. Replace Drawing Sheet 3 of 4, Powerhouse Pathway - Chesterly Park with the attached Revised Drawing Sheet 3 of 4, Powerhouse Pathway - Chesterly Park. This addendum is to be considered as much a part of the Contract Documents as if it were included in the body of the plans and specifications, and will be incorporated in and made a part of the contract when awarded and when formally executed. The Bidder shall acknowledge in writing, on the Proposal Signature Sheet, this addendum in order to have the bid considered. APPROVED: 004.11L1 I - ro "ays'e, K. Wendell Adams, P.E. Date END OF ADDENDUM NO. 2 • 2 of 2 ; I d �d ' MATCH EX. EDGE ' : - , , t ' ,Y N : : STA. 24 +95.18 \ " i ' cn 1 140.7 � , - . ?. + ............. . ELEV.= .1140.66 .. \ �, ; y ' ' G s, ' Z 1.v s . 0 1140.56 x µ�,y �,; 'a O . • \ + \ __ x ' • t \ : - , • >, / VO � ',' .f ,a� ii ,,.. n 1 1140016 MATCH EX. EDGE \ % / > t. c u''';', . :' �� dN• • STA. 25120 \ ( x: .,O�''' • ( ELE V.= 1140.16 \ _____ -- az/ q 1138.6 . i \ z 1139.75 se --b / 1138.6 off. \ lo Q s `P 1139.33 1 . \ . - ---- - - - c - P ---\ \ ' I W j o� �i PVC STA.= 25 +80 �` = t- , � n x 1138.1 { i 4\ �� 1138.92..... - f S \ t- ' , z PVC EL.= 1138.92 I L-1- A /� s . N ( \ iti, �`,\ +- 1138.2 - �, cn \` r \\ \• i '� -- YS' . , s 0 1138.53 I D ' i f o *,� *� n 1137.6 i D \ i i N 1138.19 z � - 4 I ' a) , �` 1137.2 I ' ' y 1137.90 , .. 1 '1 ©O OOG C7 1 I I Z i I ATP, 1 0 m > 0 1137.2 J \ • i i 1 8l'��+9Z = 1d 0 K m y °z 1137.66 1 O r _ C co 1137.3 /1 PVI STA = 26 +80 \ \� Z X r 0 � . � i Z 1- (n O 1137.46 LI PVI ELEV = 1136.85 0 \ \ \ OI D - , )2",06. N Z N \ -r Z (A� -o D Z O • v. 1137.3 \ D � D u) o 1137.32 \ _ I' O D -I r , c s : I X 0= I O ---I 1137.3 ;�;� ---..;•,.--;„ 1 > 0 C m 1137.23 .. . 1 � \�� 1 1 - Ti 1 Z X > f � \ \ \ \ I Z r T U) \ � , �. c7 (7 Ul ,\ y C7 ' ' I i Z D Z D 1137.3 i \ \�� c I O G7 1137.18 o \ \ 1 f l ' r \N \m 1 i O 0 > u r 0 0��� m I' D 0 I 1137.0 �" \ � w 1 1 C D 1137.19 0 o j . : \ ; o a ( ti -+ - Z i i : m �� 09'99 +LZ 1 =1 d 0 Z y D I 11 37.1 ... m i PVT STA = 27 +80 L G \ � I r- r- - h 137.24 II < , PVT EL.= 1137.24 -1 Rl \ \ \� . 1 , II ,� I?1 \\ \ -, � o. 113 � _( \� � , 1 I + ... 11 37.3 2 .... ... � Ji I t7 \ \ , W °o 1 O D \ \ \ i a # 1136.9 t i \ N p n 1137.40 , ii ' 1137.1 C , I ' if - 1137.47 : _ ' ; o ., - p ; ' 0 ,! 1137.0 / ti n, S �9 / i' � 1137.55 i.,4 o. � u,_ �', __ e�,,i i ' q Y J 9- � ,...' a I F] I i w/ 11 / I 1137.0 S V � � 0 �_: _.- p , i ‘Ni o 2 � a o • - 1137.63 w c, � � . _ co v ' 0 i R s 4 , CO Q7 > , , ' 1137.0 - i , i 20 1, 1137.71 `.. . ,. tI ' ; / n 0 1137 0 A 1137.1 o i - 1 : c Co ■ Z rn 1137.79 -n - i . .. ■ . ril r 1 ,, S Z 2 1 0 0 f , , m 1137.3 - i = � G 1137.87 ...,. D.m is � z D PVC STA.= 29 +50 Q //////////////// , li 1137.7 w 1 PVC EL.= 1137.90 1137.94 + bn �6e \ ift''''' n PI 1 1 0 co if , , , . 0 1138.0 O U' r- 1137.95 II - CA I b + -, . _ 1138.1 PVI STA = 30 +00 0 . : \) x � ' o o. 1137.91 PVI ELEV = 1138.10 ° 4.\9'4.\9'\' � n c iu r a 1 w • 4 \ 1137.9 �� w \� i 1137.80 , bc' -1 � \ • /. _;.__. ... 310; -...„ \ 1,16„ Project Eng. RT Robertson School to N. 2�lth Ave Pathway y Plan &Profile ___ City Of Yakima Drawing Scales g Engineering Division 1 25 +00 to Federal Aid No STPE 1485(015) (� I� ! Horizontal = 1 " =40' 128 North Second Street 30 +00 � ` �� Yakima, Washington I Vertical = 1 " =5 City of Yakima Project No. 1938 °• T � ° ' ` / I' S ''',,,_ / ..-- -- --- ----- --I 03 0) ..4. 11111 ---- ----- --- --- -..-- ' 6 :6 . ',''' - -1- 4/ , 0 Cu l 0 / LO9Z . . . . I Id. G., . 0 1138.1 PVI STA = 30+00 --' ' CS + - 0 C.?...k ......... 0 1137.91 • • 0 il t PVI .. ELEV -= 1138.10 - 1 1 --- 0 91 4- c, .. ----- .---- • , .,, , .. , 7„„4.4 ...---- • • • - _....... ' .0). i '- ?.....i. .....................- . : : . ) ...... _ "' 1137.9 : • P / r ) ' , • ‘ ' ' • g l$k ...'.........../ 1137.80 : • • I // , , A4, \ ...........,- : : 8 . I '1_, ‘• . ** / co • s \ . , : c • ?0,9 \__ • - • . i 0.,; . • _ . 1137.3 : ` '0 11 II / <,... ct) \ 37.63 • , \ \ 37 -°. / PVT STA.= 30+50 t-Q - 1 / 8 • , \ \1„). LA • / PVT EL.= 1137.53 i ---• ‘,, (9 • \ 1136. 7 . I 1 4=- 2 .4tt ‘, '``3.. ''. 11.41 . , it.. 0 Mu , ‘, / , . • , 1 1136.4 • , ""k. ,\,:,‘,‘ • ...,1, : , 1137.18 t . \ ', IN P, t. C:.■ I x •••4 \ ' . - % 11°. + . \ 1 ( I' 0 1136.96 ..--- 0 PVC STA.= 31+10 '-- --......\,,,,,,,,,,, i.-.) , , • ..--- . . ..------- -1:-. 1 , , k • ....._ PVC EL.= 1136.84 ...„:"--..\..---.."---, c1° 1 I • __-- • 1136.3 ---- _ . . ... , .... , . . . , . ... ___ j______ __2__.- ' ..------- 1136.74 • 19 C'+' ■ , .. I . . -' 1 I , ti S r...) r r • 0 0 I . '''''••••.<23 • 411 14 cri o , . 1136.3 I \, ' cri . . .... . ..... - I . 1136.60 I 0 0 i 1 ' . • t ' , 1 ,, 14,4 2 2 1 I . m t I • ■ ' I "AY 0 (../4 -. . • - I - I I (51 • , tr °I • 113 r - ir l f STA 31+60 il PVI =-.-: . --, 0 > 0 . U) ---,ro . . • .... f --.. .z. , , 1136.54 . > 1. .< 1 I PVI ELEV = 1136.27 °- • -.1M " 41 •ti II I 171 CD c),,, , . . 1 1144 4 -....... • 11 , = 32+80 s 1 ,,...„, • 1 1 ! 113657 \ : --....„ • t_,4 __, I - 0 -,.:•,,i ,-..,, 41 ....... - _ . 1.1.36. ... : ..... +..T. 1 . x , ,....--,.....::::::::-...›.-...---....,,_.,..„.., , , • . 01 S '`-.-,•,..›,:,,. I-,.,,,`-.\,‘, CS " I I i ......... - t „ 1 , 71 i -... • • .■1 _72 0 > 4 \ (....1 . -;.• . : ED '''''', ..... 1 \ 3 1136.6 • I\) D IF 0, '‘'. I - . • • m i , ,, , 0 1136.69 . • I Z ii i, , 0 PVRC STA.= 1 32 6 I • 4 fs0 0 1 , '. . - C It • ' I PVRC EL.= 13.78 C i 1 , Ir. • I 1 , •• - i ,_ 1136.7 1 K . 1136.88 1 I - tv o% 1 • 0 , 1 i 4.- , . 1 1 , . 1 , _ 11.36.6 : 1 1 . 1137.06 . (. \ , GI / -':::"-- 1 , . 1 1 0 1 1 " 8 1 t / / • 1 ,4 141F r i 1136.9 1 1. . It"1,-/ , C I 3 1 1 / 1137.21 • I 1 , 4- I , ■• STA r : 1 : ' 1 r. .... / • . / • 11 , -. ' I ' ; 44$114% // 1137.2 . 1 1 1 PVI ik __ -- I 1 1137.33 ,,,, 1 , 1 t, • I PVI ELEV = 1137.50 °••• • e Si- , . / • 1 , C)(1)0 0 I (.,., \ . . , , 11,, 37.4 • • 0 1 I ■.11 , " , - • ' 1 / 0 111137.42 > - 0 /\ / \ Z Z Cs k / r 11373 I Li i 0 u . ) 0 c -..... 0 1 1 - l . i > (/) / I I ÷ I 1 . > r- ;d C I , > 113 I r- .,..g 1 ; r I 7.48 . 1 . Fd C 0 / • , • . 1 ) - 3 i rl -9 al i , 6 0/ / / , • il i , • ^lb *- _,. ° i I Z I i (A I•I IL V 1137.4 • I. 4t N I z I r , t 1 ,..) / PV _ . 1137.52 1 (..A - PVT STA.= 33+50 > 0 I / ?>) , 0) ' 1 - PVT 131 4 7 1137.53 ( , I EL.= 1137.52 M -° 13 M 0 / , 1137.4 • m m i ' 1 --.1 ',`,' , / I / .ijki . > (A I , 0 cr, r- ?< -i , , , ,,, , ' ' li ` C) 1 ' 1 ' , I 7 1 2 -0 t I 1 IVI t' i Pl > > , ' I , :,.. 1 ' 1137.4 • I z 2 5 -.! , ,/ t i) , ,' i c.n ,' o I ,,, 1137.53 . 1 2 1 *- . ' , , , , , ; c•) , I , , , • .,., . / 4: 1137.4 . / n / i / + • 0 i / , 0 1137.54 • 0 -0 1 / / i t i / 41) • - ... , 0 ›, / ill \ i I ,' , ". , 1137.55 1 t I 0 c . I , 1- 1 6----___ / 1 1 I , 0 r r i I , 40 + 1137.5 I Z / C' • i ,' ' / 1 t-i i 1137.54 . . 1 / i i 1 / , / i / i / & 61 , , , / / • / I ' I i 1137.3 • / c-3 r 1 I , / , / , / sr, 0 % / / I /I? / ...--------- 0 - o ,i /..t- 1137.3 A • i t ' / I I N . _----- _ . ..... . , .d- 1137.56 ' i / / 1-1 • • ...&& L. / , • I / I i b 4- / ,' 17 3 13 • • I `c• - NI i I' ' i _ . . . ......... . . ..... 0, . . . .? .•4: NI 26 TH A • 1137.56 1 '"" C:7 sk • 0 .,-- i / ,,/ i 1 1 VE •• n tr • - / 1,-. _ - CA. l. ' 11' . ' . ,1 " ' 1'3 % . • q: )'' t / .__....________ ------ - ..-- 1137.3 . o t.s, A A . V. 7 . A \ '''' • 0 1137.57 . FA I ' / 1 j • / , / , 0 / / / ,, / -,/ I / , / / _ 1137.1 . v,..• /' - o / ,' 1137.58 ---1 x ----- , ; / / I _._- ../ ,, , , , .....--,--- / • • . ,,,,,,,,, -c-0 / / i _. ,.. ) / , , 1 / LA / ,' i • ,,i? i 1 ; / , ''''. ''''. j, i ti. CA) CO / / CD al 1110 , 1 Plan & Profile Project Eng. RT Robertson School to N. 24th Ave Pathway 30+00 to 35+00 Drawing Scales Engineering Division Horizontal = 1"..40' Vertical = 1"=5' Federal Aid No. STPE-1485(015) 129 North Second Street City of Yakima Project No. 1938 /1' City Of Yakima , __,,..41r14* City t w A t , \ ....„, Yakima, Washington .._._ , 1 • --I _ -- . L I 49' i CA CD 01 / ,,,, , :s7 i . . . . 7 .. n) • ' . ' 411' p/ 0 1149.6 • • ' + o 1150.20 li '. 8 7 5 o • • . / 4' • .--7 • _ „, .:0,10)( . I I • , ni a 4 An 1149.9 ' • i • / 0 -c q?4,,I • . 1 gni t I • • 1 • --,z").? 'rr:.,Ar . . „0. / * . R * i'7 / • . .... 1 / r i:''''' ''''' ,,, t.) 1 , c i. a 6. ,0 8: 0 1150.1 • 1 zclP + . • i 0) 1150.68 . . o 1 / , /-- Vr • . I. 0 / ,?. .1.' 0 / , I A . .,,_1,.■%it. I /..4Z/ 4X4" 1150.3 1 i , 4 1 iV r C3 -/h7-b . 1 , / / A i , ,- 0 /i -bpi, , • . 1 o c k' . i . . 1 . / 0 1/4.1/41 / , Iv i • 1 , p.' 1150.6 • i 4 . . .... .=' A.) 0 1151.16 i o i .f: . • 1 . • • I •,,,, 0 0 (2) ' . . 1 • 1A, / "i' . / . 1 1 1150.9 . . 1 C i i / #7 / • i A . . , . i • i . "i . • i . Iv • . • I . ' , + 1151.2 . i Q o i oi 1151.64 • • . 1 t / r' :.: i . I PV1 STA. •= 21+65.01 / / 1 . • •i . i / ' I PVI ELEV = 1151.79 / / . • • l- / / //.: 0 /) 1151.6 • . . . 1 cri . • i co / N., / . . t i • . • t / " 1152.0 . • ....... I .PVI. s'IrA :-- 22 ±9 2 .. 3 ' 7 + 0 1152.34 ii. 0 i 1 PVI ELEV --.= 1152.38 • . 1 I . • . 1 0 . . . . S • , (I : 1151.9 • 1 • 1 • ' I ' PVC STA.= 22+33.51 , / . • . :0 • / • I PVC EL.= 1152.26 i n.) . 1 Po " 1151.8 ' • 1 L. + ()I 09 1152. il o • • /p. 11 •PV1 STA = 22+58.51 01 --,. . 2)4. / 8. 9 ' - / I/ PVI ELEV = 1152.16 . 1151.2 ' / / ' o SS • 1151.47 • 1 PVT STA.= 22+83.51 t '-'-',_. \ i • ' / PVT EL:= 1151.15 S & t A: O • n) • / . J 1150.2 / coN140- + • / N- 0 1150.48 . 0 . .48 / \ Q / N\ 0 1149.2 -s • , (,., • , . , 0 0 -- / t . _ / .-A • \ ''''''''' '-' ''"--,,,,. ,„,,<,....... 11111 / cp \ / 4 \ . Ss n) / 0 . ''.......„,..................... / u 1148.2 • i . cri 1148.46 • . I PVI STA = 23+70.96 1147.0 . I I. / \ ,D : . ... / PVI ELEV = 1147.62 .0 ; -I' / / 7 • 0) . 0\0 0 + " n.) • / / PVC STA.= 24+00 1145.5 . ./ / I - `' . • cP : o 1145.92 • PVC EL.---7 1145.92 0 '0 \ \ (3?' 4 0 i / I M / . . . 1144.1 / > Cr) 144.59 -I M 1 / • F 7-1 0 \ \ / . ___, - 11 / M '13 / • n.) 1142.8 ;PVI STA, = 24+50 - -- o 0 + 0 > \ r ' l '. al 1143.53,- P , = 1142 0 ELEV 99 . I 0 'ra .. o VI • . . 1 Iv 0 . . a 0 m 1 • 0 Z 1 1 1 lv 0 1141.8 • C -...4,,,, \ N 1142.41- • K - ,.. 1 ."' 0 t . ' \ -•‘-• 1 0 1 1141. " 1 . PVT STA.= 25+00 p 0 . \ C• , . o 1142.12 • o • PVT EL:= 1142.22 • -" a) , , to- . . , \ , • ., . • ... • . 114113! ?•-, 1 - • • • 1 61 . . O. • ' 0 -z, - ....., ,, \ („, c, ......, _.,. _, la, •: c, 'is• - 7_,,,, t • ,,N, -1= 01 01 r N) 01 a 01 N. ......... in Project Eng. RT Powerhouse Pathway - Chesterly Park / 1-(-1' 0.3 Plan & Profile /4 City Of Yakima Drawing Scales liker Engineering Division 20+00 to Federal Aid No. STPE-1485(010) -1=■ Horizontal = 1"=40' '' '‘,. ; f1 Ni ff 0 " ,....!•/• y12.9ki Washington Second Street ' 25+00 ma, Vertical = 1"=5' City of Yakima Project No. 1753 __ ...... . , i ..„....„ ,.............,........ _____ „ _ „ _ ' ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS FOR THE CITY OF YAKIMA, WA. FOR Pathway & Sidewalk • Enhancement Projects (N. 34 Ave. Sidewalk Connector) Federal Aid Project No. STPE - 1485(014) CITY PROJECT 1904 BID OPENING: Jan. 16, 2002 2:00 P.M. TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The following additions and revisions are made to clarify the Contract Documents for this project. The Plans for the N. 34 Ave. Sidewalk Connector segment of the project show a Storm Drain infiltration trench and other storm drainage component that are to be constructed as part of the work on that segment. A payment item for this work has been left out of the Proposal. 1. The attached Drainage Detail Drawing and Revised Proposal Sheet, and the following Special Provisions shall apply to this work and shall Supplement and be included as part of the Contract on this project. 2. Add the following to the Special Provisions and the Proposal for this project: 7 -05.3 Construction Requirements Add the following: N. 34 Ave. Sidewalk Connector Where shown on the plans, a Storm Drain Infiltration System, to include a 48 -inch Diameter Sedimentation Manhole; Outlet Pipe and components; Infiltration trench with Geotextile Fabric, 18 -inch perforated drain pipe, drain rock and plastic sheeting; Catch Basin with Frame, Grate and Hood, shall be installed in accordance with the Drainage Detail Drawing and to the elevations and location shown on the plans. 1 of 7-05.4 Measurement Add: The lump sum payment for "Storm Drain Infiltration System" shall be full compensation • for all labor, equipment and materials required for the complete installation of the system including all of the components shown on the Drainage Details Drawing and at the location and elevations shown on the Plans for N. 34 Ave. Sidewalk Connector. 7 -05.5 Payment • Add the following pay item: "Storm Drain Infiltration System ", lump sum This addendum is to be considered as much a part of the Contract Documents as if it were included in the body of the plans and specifications, and will be incorporated in and made a part of the contract when • awarded and when formally executed. The Bidder shall acknowledge in writing, on the Proposal Signature Sheet, this addendum in order to have the bid considered. • j APPROVED: "A L -e � " `"4 K. Wendell Ada s, Date END OF ADDENDUM NO. 1 2 of REVISED ADDENDUM NO. 1 ITEM PROPOSAL ITEM UNIT PRICE AMOUNT NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS SUB - PROJECT 1904 - N. 34TH AVE. SIDEWALK CONNECTOR 1 SPILL PREVENTION PLAN 1 LS ------- - - - - -- 1 -07.15 2 MOBILIZATION 1 LS 1 -09.7 3 MAINTENANCE AND PROTECTION OF TRAFFIC Min. Bid $12,500 1 LS - - - - -- ------- - - - - -- 1 -10.5 4 TRAFFIC CONTROL SUPERVISOR 250 HR 1 -10.5 5 CONSTRUCTION SIGNS CLASS 'A' 48 SF 1 -10.5 • 6 ROADSIDE CLEANUP 1 FA 8,000.00 8,000.00 2 -01.5 7 CLEARING AND GRUBBING 1 LS 2 -01.5 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 2 -02.5 ' 9 ROADWAY EXCAVATION INCL. HAUL 250 CY 2 -03.5 10 SHORING OR EXTRA EXCAVATON CLASS B 50 LF 2 -09.5 • 11 CRUSHED SURFACING BASE COURSE 73 TON . 4 -04.5 12 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 25 TON 5 -04.5 13 REINFORCED CONC. RETAINING WALL, TYPE 3 20 CY 6 -02.5 14 CEMENT CONCRETE STEPS 2 CY 6 -02.5 15 IRRIGATION PIPELINE HEADWALL 1 LS 6-02.5 16 CL. III REINF. CONC. STORM SEWER PIPE, 42 IN. DIAM. 40 LF 7-02.5 17 STORM DRAIN INFILTRATION SYSTEM 1 LS 7 -05.5 18 IRRIGATION SYSTEM 1 LS 8 -03.5 • 19 CEMENT CONC. BARRIER CURB AND GUTTER 277 LF 8 -04.5 20 CEMENT CONC. SIDEWALK, 4 -IN. THICK 155 SY 8 -14.5 21 SIGNPOST SOCKETS 1 EA 8 -14.5 22 REPAIR OR REPLACEMENT 1 FA 5,000.00 5,000.00 8-30.5 SUB- TOTAL: ME 188 C a 0 • CASs HON FRAME 3 GRATE _ cn A .u:u;i:u:i E 1 . � o. JS B %LI ECG. REDUCER ( t' t -t!Y . _ Tol Y —� C HALL PFE S11H l' - MARUFACTURER'S STAlgARD /® -M I pE(�F 5�{ y i w ii CEi /e /��j ® ADC YANNOIE IXtA9i PIPE // >- • � '- j O , PVC gUa- 5 —f O cn C. ef (III i E E BpEB , 3 I9 Ij I t , , tr + Z E 23_, . MORTAR MET t ,. FLANS rin I II� ,� • OUTLET PPE _ 4 2/• E PER ,2 90' ELBDW 111 I I fI ►. 5� .�. Ai T 5P0O., CRUS 0 REEEL ON ro TB' HED SURFACNG TCP ECTION B -B \\ I S �11 ^lp MUST BE REMOVABLE COURSE, COMPACTED TO � ' `FERNCO %F ES J.� � NOTES '..... n . I 4 / / n 6 TIN '.P...T.9 /./..ffiP/.O././, , ,, Z. eiZeo0'.e/.i 711 I 95% /A MUM DENSITY % CR EC VERIFY r SHALL a NLANO Far MY ' a f 1' T m m , KO. FOR PPE MAKERS. 1 I 23' I , EQUAL 517 IRE R P OVER /1 94.. X AS SHORN ON 6 COY OF YA%NA DETAIL DI. \ .. GRADE 60 REM STL CONT. - _ - . J d .. . �LRN 12 ,--,- ` / S ECTION A -A „ 12 • PVC TEE l' . . TO )NSIniE SUP FIT TO SPOOL GRADE 60 RENF. STL MUST BE REUOVABLE CONCRETE MANHOLE - _ `� Ta C `, \? • f( • 023 S4 NAT EACH WAY 8EFCRE MAL AS 0.15 50 N/fT EACH WAY ( PRtT ER CLEARANCE ADAPTOR r"'" ScMBLY CAST IM PLACE PRECAST BASE • �j BASE VI/ RITEGRAL RISER . C .�.. I l _ I a • L e 14' , I —t' �C 1 p �� O v OUTLET PIPE DETAIL l 6 �� — n v T o 48" DIA SEDIMENTATION MANHOLE NOT To SCALE S ECTON c -c FRAME, GRATE & HOOD C 0) co NOT TO SCALE G T °' °. "° - E^ A a a ran p .-- • I LA U 0 0 0 C 2 O - 0 CD Z / //� A.+ ` ._^ 0 1./ # B ARE (REF.) N I Baas I s/B• Imo Ins AREA (REF.) v' E W) NOTES: 1. SEE PLAN SHEETS FOR In Cr PtPES „ 1/4' R. FOR If AORNNG CLEARANCE 2 tn• ^ 0 n .Y 0 2. SEE PLANE SHEETS FOR ORTENTAPON AND TRENCH LENGTH. t I I I -_- O ,• m I � ► RA is r r unc I 1.Z i > N O • 0 i i'M ` � rYP a PLACES =^ S -0 - 3 • - Q O T Q 4 l�a�w A F I \ ` a ' 6 ^ t. :t d C3 O �� ` .a. PLAN I E1 1 i i TO MATCH TOP OF CURB. COMBINAnON C URB k pATTER CATCH La.. FROM CAS �. t8' PERF, 5000 END CAP n 1 SIDEWALK \\ 0A5W FRAANE. CRATE. 3 HD00. Itq.ANO 1f! 1 s s• s s r • w . F SHO YM NIiN0UT 7GRA)VED EWAL st s os f f • S: a+ : es �` L I u+G P a PLACES) .._____t__: 6 , ( SURFACING W • - , ATiY�r� BOTTOM VIEW END VIEW /` ; ., -J Z 01 F!!74= •L J GRAN ROCX '�, m Z w SEE DETAIL TH5 SHEET — ° , t{6' nP EAR � '� "s' . ::. '� - BASE p SE06NENTAT,(N MANHOLE • % ..• , .. ,'., U) - Z .... 6 ,8l PLASTC ' \*‘ , ASW A2 GUM 70-76. aR T:2 GROUT COLLAR a Q = > FAMED • L W. A pRefILEs us - -v OVER TOP F As A536 GRADE 60- 65 -06. F AtwROi rt[iCNr. tw tes _ �I ., 0 $- a e ,, � q � s / - L -- / / � > + O _ ' 90' PVC I' STORY DRAIN PPE 'S S n LI t 14 ,7,.. ROM, its . y , ; J . TOP VIEW 4 � � / Q J woe ALL ADS DR H-0 / /� I� • ,MOUND PEW PLASTIC t S/6• I %l/ #0 /,1/� .�i� B/�. PZAP: � R S , TEs � ? Q i { SECTION A -A I I. 7, 4 R t 3/4' -..-I ......-I I y l r � * r a,_ ' CL 0 +-I - 7/8' 7/ + ' --• �- —1/)6• (REF. FINISH DII.) SECTION A -A � ON A L .- .. Q INFILTRATION TRENCH DETAIL " '/� �i isr) CATCH BASIN DETAIL NOT TO SCALE O SIDE VIEW � Cly of ¥ A.a - Engnee nq Division EXPIRES 11 /17/2003 (D CATCH BASIN GRATE al of Yak. - En9inawYq DhNton 7-1 ADDENDUM NO. 2 TO THE CONTRACT DOCUMENTS FOR THE CITY OF YAKIMA, WA. FOR Pathway & Sidewalk Enhancement Projects BID OPENING: Jan. 16, 2002 2:00 P.M. TO THE ATTENTION OF ALL BIDDERS AND PLAN HOLDERS: The following additions and revisions are made to clarify the Contract Documents for this project. A PROPOSAL 1. The Proposal is supplemented with the following: To be responsive, the Bidder shall provide a bid for all of the SUB - PROJECTS of this Project, including the Add Alternate. The Contract will be awarded as one total project based on the Total Project Bid amount determined by the City on the SUMMARY sheet, page 193. 2. SUB - PROJECT 1905, ENGLEWOOD AVE. TO ROBERTSON SCHOOL Page 189. Change the quantity for item 15. Chain Link Fence, Type 6 on the Proposal Form from 750 LF to 803 LF. 3. SUB - PROJECT 1903, SWAN /N. 16 AVE. CORRIDOR. Page 192 Change the quantity for Item 17, Chain Link Fence, Type 6 on the Proposal Form from 895 LF to 1718 LF. 4. SUB - PROJECT 1938, ROBERTSON SCHOOL TO N. 24 AVE. Page 190. The following NOTE shall apply to the ADD ALTERNATE item for Chain Link Fence: The location for the additional Chain Link Fence covered by this Add Alternate is shown on the Plans. Bidders shall provide an amount for this item. The City will determine whether to include the additional fencing in the Contract based on Project Funds available and the Total Project Bid amount as shown on the SUMMARY sheet, page 193. 1 of B PLANS 1. Replace Drawing Sheets 1 and 2 of 4, Robertson School to N. 24 Ave. Pathway with the attached Revised Drawing Sheets 1 and 2 of 4, Robertson School to N. 24 Ave. Pathway. 2. Replace Drawing Sheet 3 of 4, Powerhouse Pathway - Chesterly Park with the attached Revised Drawing Sheet 3 of 4, Powerhouse Pathway - Chesterly Park. This addendum is to be considered as much a part of the Contract Documents as if it were included in the body of the plans and specifications, and will be incorporated in and made a part of the contract when awarded and when formally executed. The Bidder shall acknowledge in writing, on the Proposal Signature Sheet, this addendum in order to have the bid considered. APPROVED: •r'' L, I - K. Wendell Adams, P.E. Date END OF ADDENDUM NO. 2 • • 2 of 2 3 j ` d s d __.$7 dN, ' I MATCH EX. EDGE w A j ., N \ STA. 24 +95.18 �•,� b + ` 1140.7 ELEV.. =..1140.66... � 0 1140.56 1 0 \ \ 1140.1 : MATCH EX.:EDGE \ , °� 1j " yd � 9� ? ` ", 1140.16 ' STA. 25+20 \ \, " \ r ELEV.= 1140.16 \ x z ,' , + 0 1138.6 \ , / ( 1139.75 ( / , N - � © w�g� 1138.6 : 0 : : : \ I 0 g� ��L 1139.33 A z . 1 1 c Spa ; ' .y/ z 1138.1 % PVC STA 2 5 +80 I 93 ' ' ' - a ." \ � , _ 1138.92 ....... .......... y a 1 � r� I PVC EL.= 1138.92 \ • �� : : /77 +_ 1138.2 ` � � I 1 i Q Y :S 0 1138.53 I �� : ��:k- O � ru1 1137.6 ' v I i e 0 1138.19 Z . 1 , I -- - � \ ©O OOO n I 1137.2 � 1137.90 , ' Z= ld o m � m D p Z 1137.2 \ % ' 8l'C � 0 O 111 1137.66 �. ', D r ; - ;_ _ ' I t i PVI STA = 26 +80 z r O 1137.46 I PVI ELEV = 1136.85 a D 0 - 1 o N Z � , \ ,, D z v) 0 - 0 D Z F 1137.3 ± -0 D0 D I N = = 1137 I ' � (n ! m D , , -. O u z --I r ,i I X O= 1 O -I 1137.3 I I J �I y o r m 1137.23 I . rn 1- z x , i z r X 1137.3 I . D C , ', G' Ft G7 1137.18 1 I -< I r - v �� � '� O p D > , * * \0 \�\ w D CO _ 1137.0 ...:......: \W u ' I > 1137.19 oo I I z z -I -I --i I ; _ w 09'99 +LZ ' _ '�d Z D 1137.1 r- , PVT STA.- 27 +80 0 < , , r- i m � : I , 1 13 7. 24 < PV EL.= 113724 m ', : ( m ,i , I 7j o 1 •1 to cc 1 , I OD 1136.9 t N0 i 1137.40 i O f rl 2 O Z I 1 ' E// N '' 1137.1 1137.47 - i � l P Q ! i 1137.0 � O : 5 �4, .- , , 1137.55 - -. *' , C '' ; 1137.0 I ! .. °0 , . 11 l 2cf pr °, � ' I , , p I 1 3,. I I i CD C° 1137.0 �, 1 ,' '.. ' . i 0 1137.71 '� > , , ; /1 -- O _ � , + 0 1137.1 I c)I I 0 1137.79 - n . ; ' r 1137.3 2 i. - rTi In ' 1137.87 H r r- I i '"I u < PVC ;STA.= 29 +50 z 70 1137.7 h) II 1 PVC EL.= 1137 8[. I,7 4 , m 1137.94 + G, I Z \ / / . n N ► I/ 1138.0 ° U' O 1137.95 11 + _ 1138.1 • PVI STA = 30 +00 0 ,' A, 4 o Xx o 1137.91 PVI ELEV = 1138.10 ° � o h ti X 1137.9 e 43 n; \ 1137.80 %' c o S \ . \ �y� 7- \ \ W CO -P �G, '' �`tiZ��g� \ \ O C31 O , \,� \ Project Eng. RT Robertson School to N. 24th Ave Pathway Plan & Profile __ A r o \ CCity Of Yakima Drawing � : ` : � g Scales . �; Engineering Division 25 +00 to Federal Aid No STPE -1485 (015) � . 30 00 Horizontal = 1 " =40' ; V 129 North Second Street + '`' Vertical = 1 " =5' City of Yakima Project No. 1938 u Yakima, Washington I I / i z.09 1 3 23\ o 0 1138 V PVI STA = 30 +00 2' +�. �3 C, o" 1137.91 PVI :ELEV = :1138.10 �' �"� Ca o : \" fit - i� 1137.9 : : ; 7� y • i� s= i �' 1137.80 ` S �� .\ i j� . \\ ', � _ - . 0 ti k. ,i • 1137.3 / �f OD 1137.63 : �b l PVT STA.= 30 +50 J C7�. •' \ w t,.) 1136.7 PVT EL.= 1137.53 S • ; �,\ % 1137.41 �'��� ��, N'o 1136.4 . w % ` c3+ ;::: ti + �' 1136.3 = C ∎ dl 1136.74.. v o Lg ' +l£ ' , ■ r- : r - v 4s,i tv � - I a , C N I o 1136.3 I z , rn 1136.60 2 � l \� \"' -I I : HH I c„�c , i i � 1136.54 - 1136.5 1136.57 a :- 1136.6 o. . N 0 , � -z • 1136.7 PVRC EL= 1136.78 I � : - • 1136.88 1 ', , i a 3 r o : : : 1 1 1 1136.6 I na 1137.06 w : : 1 \ ` ' `' .I j . a o ; 1 w� W / ,' i * / 1137.21 1 : - r � ; 1. 1 1. 1137 PVI STA = 32 +80 \ PPE co SSES i 1 ` 1 I .F // 1137.33 � PVI ELEV = 1137.50 ° - \ � , S jEE\- 1 r + _ 1137.4 0 I i v / . �o a 0 1137 o z 0 p o . Z f i' C1 i 1 : \ 0 D D [n { \ , 1 1137.3 I r- 1 r p 1137.48 i • I , m j Z n O L 1 ' i _ ... 1137.52 ............ ` PVT :=:: ; .. , , + /y✓, ' /l 37.4 D I I Fl . , „ 1137.53 a , 1137.4 I > ! (2) ' 4:, z y . ' , , - z , 1137.53 ' Z Z g ^�� Z 4) CA 1137.4 / O T` r � . I , 0 1137.54 O t �fl \ / / a, o D 1137.5 m a s ' / 1137.54 g, nM cn I 0 1137.3 ...: 1 ! , 1137.55 0 ' i / I _ o / a 1137.3 .. ° . ' f ;_ • 1137.56 : '' • I odder gi 1137.3 I � f �' �9 A v 26 T !� 1137.56 1 - . z A' 4,,,_ - / y H � . 1137.3 1 0 � 1- r , - 4 , , , -� 0 : 1137.57 �`�` ,-- co % U I o ' i I i !- I i 1137.1 .. / / / 1137.58 1 C� _ c:12 r . --- A / w I / i / I t W W P 3S f O 01 O F X �7 , 6 i Fes ,... � N Plan &Profile Project Eng. RT Robertson School to N. 24th Ave Pathway (c---''.- City Of Yakima Drawing Scales � .! Engineering Division 30 +00 to Federal Aid No. STPE - 1485(015) 0 "wily/ .`, 9 g A Horizontal = 1 " =40' °. �� , 129 North Second Street 35 +00 Vertical = 1 " =5' City of Yakima Project No. 1938 `° Yakima, Washington J i , - � O Q - -1 ,9'','-.0.' R4, c31 O c31 "'T': l . ;' : ," r p i ° Iv 1149.6 : I . . . ^' 0 1150.20 . I . s p �S . I iiI o stir 1 a ;,.. O 1149.9 I / m a n�j u'f <t`'' . 1 . I a s Ia;h ,, I r 2 �X ;rSk!"` i O y ° 1150.1 1 z.$),, � % :,; . ccn 1.150.68 ti n... R 't. ^i a C' o 1150.3 I h ? :C • I / A 4) � y n 7 . I 1150.6 . i '� 0 1151.16 i° .,. 1 • . . t • • '0�c 1 / I � 1150.9 iCna" • I1 / , • . 1 1151.2 I / f + 1151.64 • t • . PVI STA. = 21 +65.01 . 1 ://:- 1151.6 PVI ELEV = 1151.79 I / • • . I Lfl ' c o + 1152.0 • i PVI STA = 22 +0 k 0 1152.34 I. / • I i PVI ELEV = 1152.38 / 1 • O 1 1 I./ 1 1151.9 • • 0 I 0 1 PVC STA.= 22 +33.51 ' ill . . • PVC 'EL. 1152.26 l_ N 1151.8 1 : p C O 1152.09 , : i i PVI STA = 22 +58.51 2 ),. ul • ' / PVI ELEV = 1152.16 / 2 1151.2 SS 1151.47 : � PVT STA ;= 22 +83.51 _ / PVT EL:= 1151.15 ,S4'' &V e�1 Iv + 1150.2 � : ,°�= �''� 0 1150.48 / "+ ° / SS % O (� 4 1 1149.2 : //a SS S • • 1148.2 : DMA 'V -I O 1148.46 f � SS • / \ \ 3 PVI STA = 23 +70.98 C.) k \ \ �� \ 1147.0 r PVI ELEV = 1147.62 Q • /i . / . : V; 41. N) i ° Y• PVC STA:= 24 +00 \� + 1145.5 r/� ' 0 1145.92 • / . =1145.92 I . m 1144.1 1144.59 / 144.59 71 0 ` r � s / _, m / m iv + 1142.8 r PVI STA; = 24 +50 o ® \ 4 F J 4 O cn 1143.53,...;- o • I p Z o � . PVI ELEV = 1142.99. NO p � 1 • OZ I 1141.81 C 1142.7# I 1 + 1 p U' :11.41.1 PVT STA.= 25 +00 ' \ p 0 1142.q2 a� • : PVT EL:= 1142.22 \.), 1 ova- ca 1 y 11413 I : N J ~,. w " 9 � . cal % // : __.._ 0 2G .) s; ....I. " w r4.a, # r5 4' ` z f -P 01 01 � -'`co 01 O U'I -4 -..rr. Project Eng. RT Powerhouse Pathway - Chesterly Park � � W Plan & Profile � City Of Yakima afoot Engineering Drawing Scales Division 20 +00 to Federal Aid No. STPE 1485(010) e Horizontal = 1"=40' .M.' 129 North Second Street 25 +00 Vertical = 1 ° =5' City of Yakima Project No. 1753 " � 0 '`' Yakima, Washington 1 • City Of Yakima Pathway & Sidewalk Enhancement Projects City Project Nos. 1753, 1903, 1904, 1905, 1937, 1938 Federal Aid Nos. STPE- 1485(010), STPE- 1485(012) STPE- 1485(014), STPE- 1485(013), STPE- 1485(016), STPE- 1485(015) .: ,k w 91 . • 29619 c,, � A h'E 1STEVO t4Zs 6'ONAL E�1 EXPIRES 1 1 /1 7/2003 1 PREVAILING WAGE RATES Prevailing Wage Rates 181 Federal & State Wage Rates (follow this page as attachments) 183 PROPOSAL Proposal Form 185 Item Proposal Bid Sheet 187 Bid Bond Form 195 Non - Collusion Declaration 197 Non - Discrimination Provision 199 Subcontractor List 201 Women and Minority Business Enterprise Policy J 203 Council Resolution 205 Affirmative Action Plan 207 Bidders Certification 209 Subcontractors Certification 211 Proposal Signature Sheet 215 Bidders Check List 217 PLANS & DETAILS Project Details Standard Details Traffic Control Plan Construction Plans • 4 INVITATION TO BID NOTICE IS HEREBY GIVEN that sealed bids will be received by the City Clerk of the City of Yakima, 129 North 2nd Street, Yakima, Washington, 98901of Yakima, until 2:00 PM on January 16, 2002 and will then and there be opened and publicly read for the construction of CITY OF YAKIMA Pathway & Sidewalk Enhancement Projects City Project Nos. 1753, 1903, 1904, 1905, 1937, 1938 Federal Aid Nos. STPE- 1485(010), STPE- 1485(012) STPE- 1485(014), STPE- 1485(013), STPE- 1485(016),STPE- 1485(015) This project consists of furnishing all labor, materials and equipment required to construct complete facilities for pedestrian pathways at several locations within the City of Yakima. This • project is broken down into sub - projects each with specific construction requirements and locations. The potential Contractor shall bid on the entire content as one project. The work includes but is not limited to: grading, roadway excavation for the pathways; paving the pathways; landscaping with hydro- seeding for lawns; preparing the design, furnishing the materials, and installing automatic controlled irrigation systems; chain link fencing; trimming existing trees and shrubs under the guidance of a City of Yakima Staff Arborist; installing concrete sidewalks and curbing; demolition of a concrete irrigation raceway and screening channel; demolition of a small bridge; and miscellaneous safety devices and comfort items. All in accordance with the Plans and Specifications as prepared by the City Engineer of the City of Yakima. All bid proposals shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check or surety bond in an amount equal to five percent (5 %) of the amount of such bid • proposal. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Yakima. Plans and specifications may be obtained at the Office of the City Engineer located at 129 North 2nd Street upon payment of the amount of $50.00 for each set, non refundable. Informational copies of maps, plans, and specifications are on file for inspection in the Office of the City Engineer of Yakima in Yakima, Washington, and at Plan Centers in Yakima and Kennewick, Washington. A pre -bid conference will be held at Yakima City Hall CED Conference Room, Second Floor, 129 North 2nd Street, Yakima, Washington at 10:00 AM on January 9, 2002. The conference will feature project discussion, DBE Contractor participation, and the Affirmative Action Plan. The City of Yakima in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000 -4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award. 5 The City reserves the right to reject any or all bids and proposals. DATED this 14 day of December, 2001 (SEAL) KAREN ROBERTS CITY CLERK • PUBLISH 12 -19 -2001 12 -22 -2001 7 STANDARD SPECIFICATIONS Standard Specifications Amendments to the 2000 Standard Specifications • 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, by this reference, are made a part of these Contract Documents. Except as may be amended, modified, or supplemented hereinafter, each section of the Standard Specifications shall be considered as much a part of these Contract Documents as if they were actually set forth herein. The APWA Supplement to Division 1 (Division 1 -99) of the 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). 9 I I 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 wl1ich 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- 02.4(1) General The first paragraph is revised to read as follows: • The bidder shall carefully examine the bid d 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 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: 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 condition at the site; d. the conformation and condition of the ground; and e. the character of equipment and facilities needed preliminary to and during work performance; 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 10 CONTENTS • CITY OF YAKIMA Pathway & Sidewalk Enhancement Projects SECTION PAGE INVITATION TO BID 5 STANDARD SPECIFICATIONS Standard Specifications 9 Amendments to the 2000 Standard Specifications 10 CONTRACT PROVISIONS Special Provisions 117 • Project Description 117 1 -02 Bid Procedures and Conditions 119 MBE/WBE Form — 5/95 121 1 -03 Award and Execution of Contract 125 1 -04 Scope of Work 125 1 -05 Control of Work 125 1 -06 Control of Materials 125 1 -07 Legal Relations and Responsibilities to the Public 128 1 -08 Prosecution and Progress 145 1 -10 Temporary Traffic Control 146 2 -01 Clearing, Grubbing, and Roadside Cleanup 150 2 -02 Removal of Structures and Obstructions 150 2 -03 Roadway Excavation and Embankment 151 2 -07 Watering 151 2 -09 Structure Excavation 152 5 -04 Asphalt Concrete Pavement 154 6 -02 Concrete Structures 157 7 -02 Culverts 159 • 7 -04 Storm Sewers 159 7 -05 Manholes, Inlets, Catch Basins, and Drywells 160 7 -08 General Pipe Installation Requirements 161 8 -01 Erosion Control 162 8 -03 Irrigation System 163 8 -11 Gurardrail 164 8 -12 Chain Link Fence and Wire Fence 165 • 8 -14 Cement Concrete Sidewalks 165 8 -30 Repair or Replacement (New Section) 167 9 -03 Aggregates 168 9 -05 Drainage Structures, Culverts, and Conduits 168 Required Contract Provisions FHWA Form 1273 Attached as Supplement 169 Contract Form 171 Performance Bond Form 173 Informational Certificate of Insurance 175 Informational Additional Insured Endorsement 177 Minimum Wage Affidavit Form 179 3 4. Has satisfied itself as to the adequacy of time allowed for the completion of the physical work on the contract. 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) ". 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: 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: 11 All field and 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 nurnber refers to this alliance's latest adopted or tentative standard. The • standard or tentative standard in effect on the bib 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 r ray 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 Iother 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. 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- descriimination This section is supplemented with the following: 1- 07.11(2)A Equal Employment Opportunity R 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 12 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. 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 subcontractor or procurement as the Washington State Department of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. 13 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 required of each Contractor and subcontractor fo',r 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 rnore. 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 14 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 Locater 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, or suspected of, having underground facilities within the area of the proposed excavation. 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/WBE 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 15 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 retainag 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 cleterminati',on. 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 subcontractors, 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 subcontract or by the Contract between the Contractor and Contracting Agency or by law such as affidavits of wages paid, material acceptance certifications and releases frorn 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 16 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 retainage to the subcontractors prior to total project completion. Those costs shall be incidental to the respective bid items. 1 -08.5 Time For Completion Item "c" in the 7th paragraph is revised to read as follows: 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; 17 5. Be built to prevent scale parts from binding, vibrating, or being displaced and to protect all working parts frorn falling material, wind, and weather; and 6. Be carefully maintained, with bunker's and platforms kept clear of accumulated materials that could cause errors and with knife edges given extra care and protection. 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 rnakes certain the platform scale balances and return 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) 18! 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, 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. 19 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, certifiedl, 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,l, 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 ha 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: 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 20 • • 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. 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. 21 • 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. 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 22 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. 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 SubContractors' 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: 23 ® 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 inter- related operation. ® Rented equipment is provided fueled, 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 12% 2. On amounts greater than $25,000 up to $100,000 10% • 3. On amounts greater than $100,000 7% 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 surn 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. • 24 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. 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 crashworthiness 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 crashworthy 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 25 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 definition, 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 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 (TMA's) 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 crashworthy 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. I I 26 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 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 by the Contracting Agency's expense. The Contractor shall perform the following: 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 when 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. 27 SECTION 1- 07.23(2) IS SUPPLEMENTED BY REVISING PARAGRAPH 1 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: 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. 28 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. 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 29 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 shall 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 -02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS August 6, 2001 2- 02.3(3) Removal of Pavement, Sidewalks, and Curbs This section is revised to read as follows: In removing pavement, sidewalks, and curbs, the Contractor shall: 1. Haul broken -up pieces into the roadway embankment or to some off - project site. 2. Material that is to be incorporated int the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side, or end surface of the embankrnent or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. 4. Replace at no expense to the Contracting Agency any existing pavement - designated to remain that is damaged during the removal of other pavement. 2 -02.5 Payment - This section is supplemented with the following: If pavements, sidewalks, or curbs lie within an excavation area, their removal will be paid for as part of the quantity removed in excavation. 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 Contract, 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 Contracting 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 and optimum moisture for materials with less than 30 by mass, retained on the U.S. No. 4 sieve shall be determined using VVSDOT FOP for AASHTO T 99. In place density will be determined using WAQTC FOP for TM 7 and WSDOT SOP for T 615. 30 SECTION 2 -09, STRUCTURE EXCAVATION August 6, 2001 2- 09.3(2) Classification of Structure Excavation The section is revised to read as follows: 1. Class A. Structure excavation required for bridge and retaining wall footings, pile caps, • seals, and wingwalls shall be classified as structure excavation Class A. If the excavation requires a cofferdam, structural shoring, or extra excavation, the work outside the neat lines of the structure excavation Class A shall be classified as shoring • or extra excavation Class A. 2. Class B. All other structure excavation shall be Class B. If this excavation requires cofferdams, shoring, or extra excavation, the work outside the neat lines of the structure excavation Class B shall be classified as shoring or extra excavation Class B. 2- 09.3(3)D Shoring and Cofferdams • The section is revised to read as follows: Definitions Structural shoring is defined as a shoring system that is installed prior to excavation. • Structural shoring shall provide lateral support of soils and limit lateral movement of soils • - supporting structures, utilities, railroads, etc., such that these items are not damaged as a result of the lateral movement of the supporting soils. Structural shoring systems includes driven cantilever sheet piles, sheet piles with tiebacks, sheet pile cofferdams with wale rings or struts, prestressed spud piles, cantilever soldier • piles with lagging, soldier piles with lagging and tiebacks, and multiple tier tieback systems. • Trench boxes, sliding trench shields, jacked shores, and shoring systems which are installed after excavation are not allowed as structural shoring. A cofferdam is any watertight enclosure, sealed at the bottom and designed for the dewatering operation, that surrounds the excavated area of a structure. The Contractor • shall use steel sheet pile or interlocking steel pile cofferdams in all excavation that is under water or affected by ground water. Submittals and Design Requirements The Contractor shall submit working drawings and calculations showing the proposed methods and construction details of structural shoring or cofferdams in accordance with Sections 6 -01.9 and 6- 02.3(16). The Contractor shall not begin construction of structural shoring or cofferdams, nor begin excavation operations, until approval of the structural shoring submittal has been given by the Project Engineer. Structural shoring and cofferdams shall be designed for conditions stated in this Section using methods shown in the USS Steel Sheet Piling Design Manuals, published by United . . States Steel, and Division I Section 5 of the AASHTO Standard Specifications for Highway Bridges Sixteenth Edition - 1996 and current interims, and as described in the Foundations and Earth Structures - Design Manual 7.2 May 1982 published by the Department of the Navy. Allowable stresses for materials shall not exceed stresses and conditions allowed by Section 6- 02.3(17)B. The structural shoring system shall be designed for site specified conditions which shall be • shown and described in the working drawings. Examples of such items that shall be shown on the structural shoring submittal and supported by calculations include, but are not limited to, the following: 31 1. Soil properties; heights; soil slopes; soil benches; water tables; and controlling cross sections showing adjacent existing foundations and utilities. 2. Location and weight of construction equipment adjacent to the excavation; location of adjacent traffic; and structural shoring system material properties, spacing, size, connection details, weld sizes, and embedment depths. 3. Structural shoring installation and construction sequence, procedure, length of time for procedure and time between operations; proof load testing procedure if any; deadman anchor design and geometry; no load zones; grouting material and strengths; and a list of all assumptions. • 4. Methods and materials to be used to fill voids behind lagging, when soldier piles with lagging are used as structural shoring. Construction Requirements Structural shoring or cofferdams shall be provided for all excavations near completed structures (foundations of bridges, walls, or buildings), near utilities, and near railroads. All other excavations 4 feet or more in depth shall either be shored with structural shoring or cofferdams, or shall meet the open -pit requirements of Section 2- 09.3(3)B. Existing foundations shall be supported with structural shoring if the excavation is within the limits defined by a plane which extends out froml, the nearest edge of the existing footing a . level distance of 1/2 the width of the existing footing and then down a slope of 1 -1/2 horizontal to 1 vertical. When structural shoring or cofferdams are utilized, all excavation and structural shoring shall be constructed in accordance with the approved structural shoring submittal, including any required construction sequence noted in the working drawings. The Contractor shall remain responsible for satisfactory results. If soldier piles are placed in drilled holes, then the hole shall be filled to the top of the soldier pile either with controlled density fill, if water is not present in the hole, or lean concrete. Backfilling soldier pile drilled holes with pea gravel or sand is not allowed. If lagging is used, void space behind the lagging shall be minimized. If the Engineer determines that the voids present could result inldamage or serviceability problems for the structural shoring system or any structures or facilities adjacent to the structural shoring system, the Contractor shall cease excavation and lagging installation, and shall fill the voids specified by the Engineer in accordance with the approved structural shoring submittal. Further excavation and lagging placement shall not continue until the specified voids are filled to the satisfaction of the Engineer. Excavation shall not proceed ahead of lagging installation by more than 4 feet or by the height that the soil will safely stand, whichever is least. For tieback shoring systems, excavation shall not proceed ahead by more than 4 feet of the tie installation and proof testing. In using cofferdams or structural shoring, the Contractor shall: 1. Extend cofferdams well below the bottom of the excavation, and embed structural shoring as shown in the structural shoring submittal as approved by the Engineer. 2. Provide enough clearance for constructing forms, inspecting concrete exteriors, and pumping water that collects outside the forms. If cofferdams tilt or move 32 li laterally during placement, the Contractor, at no expense to the Contracting Agency, shall straighten or enlarge them to provide the required clearance. • 3. Secure the cofferdam in place to prevent tipping or movement. 4. Place structural shoring or cofferdams so that they will not interfere with any pile driving required. 5. Not place any shoring, braces, or kickers inside the cofferdams and structural shoring which will induce stress, shock, or vibration to the permanent structure. 6. Vent cofferdams at the elevation commensurate with seal weight design, or as shown in the Plans. 7. Remove all bracing extending into the concrete being placed. • When the work is completed, the Contractor shall: 1. Remove all structural shoring to at least 2 feet below the finished ground line. 2. Remove all cofferdams to the natural bed of the waterway. 2- 09.3(4) Construction Requirements, Structure Excavation, Class B The first sentence of the first paragraph is revised to read as follows: The above requirements for structure excavation Class A, shall apply also to structure excavation Class B except as revised below. The first sentence of the fifth paragraph is revised to read as follows: Trench boxes may be used for structure excavation, Class B. Approval of trench boxes can be done by the Project Engineer provided it is not used to support adjacent traffic, existing footings, or other structures. 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 3 -02, STOCKPILING AGGREGATES June 26, 2000 3- 02.3(1) Asphalt Concrete Aggregates • This section is deleted. SECTION 4 -06, ASPHALT TREATED BASE June 26, 2000 4- 06.3(7) Density The first sentence is revised to read as follows: The asphalt treated base shall be compacted to a density of not less than 80 percent of the maximum theoretical density established for the mix by WSDOT FOP for AASHTO T 209. 33 SECTION 5 -02, BITUMINOUS SURFACE TREATMENT May 29, 2001 5- 02.3(3) Application of Asphalt In the Application Rate Chart, under "Aggregate Size (In.)" all references to "1/4" are revised to "No. 4 ". SECTION 5 -04, ASPHALT CONCRETE PAVEMENT August 13, 2001 5 -04.2 Materials The third paragraph is revised to read: • The Contractor shall have the option of utilizing recycled asphalt pavement (RAP) in an amount up to 20 percent of total aggregate weight in combination with new aggregate in the production of asphalt concrete pavement. The RAP may be from asphalt concrete removed under the contract, if any, or old asphalt concrete from an existing stockpile. Recycled materials shall not be used in asphalt concrete Class D. The fifth paragraph is supplemented with the following: The Contractor may substitute alternate grades of PG asphalt cements at no cost to the Contracting Agency. The alternate PG asphalt cement shall have an average 7 -day maximum pavement design temperature that is equal to or higher, and a minimum pavement • design temperature that is equal to or lower than the specified PG asphalt cement. The Contractor shall designate in writing the grade of PG asphalt cement to be used prior to submittal of the mix design. Only one PG asphalt cement will be allowed for each class of asphalt concrete pavement. 5- 04.3(1)A Requirements For All Plants The last sentence in #4 is revised to read as follows: Provisions shall be made for measuring the asphalt in the storage tank and a valve shall be placed in either the supply line to the mixer or the storage tank for sampling the material 5- 04.3(5)A Preparation of Existing Surfaces This section is revised to read as follows: • Before construction of an asphalt concrete pavement on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All excess asphalt joint filler shall be completely removed and all premolded ancl rubberized joint filler shall be removed to a minimum 1/2 inch below the surface of the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of asphalt concrete mix and the surface of the patched area shall be leveled and compacted thoroughly. Unless otherwise approved by the Engineer, the tack coat shall be CSS -1, CSS-1 h, or STE- 1 emulsified asphalt. The CSS -1 and CSS -1 h emulsified asphalt may be diluted with water at a rate not to exceed one part water to one part emulsified asphalt. The emulsified asphalt shall be applied within the temperature range specified in Section 5- 02.3(3). A tack coat of asphalt shall be applied at the rate', of 0.02 to 0.08 gallons of residual asphalt per square yard to all paved surfaces on which any course of asphalt concrete is to be 34 placed or abutted. Tack coat shall be uniformly applied to cover the existing pavement with • a thin film of residual asphalt free of streaks and bare spots. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired to the satisfaction of the Engineer prior to placement of the asphalt concrete pavement. 5- 04.3(5)C Crack Sealing In number 1., the reference to "1/4 inch" is revised to read "No. 4 ". 5- 04.3(7)A Mix Design The first paragraph revised to read: The Contractor shall obtain representative samples from the mineral aggregate stockpiles, and blend sand sources to be used for ACP production and submit them for development of a mix design. Sample submittal shall include asphalt cement sources, production mix gradation and combining ratios of mineral aggregate stockpiles and blend sand that will be used in production. This will be the basis for the mix design and job mix formula. The Contractor shall allow 15 working days for this approval and design once the aforementioned information and material has been received at the Materials Laboratory. Additional time may • be required if the proportions will not make an adequate design as determined by the Engineer, or if the Contractor requests more than one asphalt cement source approval. The Contractor is also advised that production of the asphalt concrete shall not commence until the job mix design has been established. Adjustments to the Job Mix Formula may be made • per Section 9- 03.8(6)A. 5- 04.3(8) Mixing In the second paragraph, the last sentence is deleted. • 5- 04.3(8)A Acceptance Sampling and Testing Section 3.A.(2) the reference to "WSDOT Test Method 712" is revised to "WAQTC FOP for AASHTO T 168 ". Section 3.C, the referenced sieve sizes for deviation are revised to read as follows: No. 4 sieve and larger ±4 percent No. 6 sieve to No. 80 sieve ±2 percent No. 100 and No. 200 sieve ±0.4 percent Asphalt % ±0.3 percent Section 3.D is revised to read as follows: Test Methods. Acceptance testing for compliance of asphalt content will be WSDOT FOP for AASHTO Test Method T 308. Acceptance testing for compliance of gradation will be WSDOT FOP for ASHTO T 30. 5- 04.3(10)B Control • • In the first paragraph, the reference to "AASHTO T 209." Is revised to read as follows: WSDOT FOP for AASHTO T 209. In the first paragraph, the reference to "WSDOT Test Method 715" is revised to read "WSDOT FOP for AASHTO T 310" and "WSDOT SOP T 729 ". • 35 5- 04.3(14) Planing Bituminous Pavement . The fourth sentence of the fourth paragraph is revised', to read as follows: Unless otherwise provided, the Contractor shall provide a waste site for the disposal of these materials as specified in Section 2- 03.3(7)C. 5 -04.4 Measurement The fourth paragraph is revised to read: All costs for asphalt for tack coat shall be included in the unit contract price per ton of the asphalt concrete pavement. 5 -04.5 Payment The sixth and seventh paragraphs are deleted. 5- 04.5(1)A Price Adjustments for Quality of AC Mix In the Table of Price Adjustment Factors, under Constituent, the reference to "1/4" sieve" is revised to read "No. 4 sieve ". SECTION 5 -05, CEMENT CONCRETE PAVEMENT August 6, 2001 This section is revised in its entirety to read: 5-05.1 Description This work shall consist of constructing a pavement composed of Portland cement concrete on a prepared subgrade or base in accordance with these Specifications and in conformity with the lines, grades, thicknesses, and typical cross - sections shown in the Plans or established by the Engineer. 5 -05.2 Materials Materials shall meet the requirements of the following sections: Portland Cement 9 -01 Fine Aggregate 9 -03 Coarse Aggregate 9 -03 Combined Aggregate 9 -03 Joint Filler 9 -04.1 Joint Sealants 9 -04.2 • Reinforcing Steel 9 -07 Dowel Bars 9 -07.5 Tie Bars 9 -07.6 Curing Materials and Admixtures 9 -23 Water 9 -25 Epoxy Resins 9 -26 5 -05.3 Construction Requirements 5- 05.3(1) Concrete Mix Design for Paving' . The Contractor shall provide a concrete mix design for each design of concrete specified in the contract. The Contractor shall use ACI 211.1 as a guide to determine proportions. Concrete strength, placability, and workability shall be the responsibility of the Contractor. Following approval of the Contractor's proposal, all other requirements of Section 5 -05 shall apply. 1. Materials. Materials shall conform to Section 5 -05.2. Fine aggregate shall conform to Section 9- 03.1(2), Class 1. Coarse aggregate shall conform to 36 Section 9- 03.1(4) AASHTO grading No. 467. An alternate combined gradation may be proposed, which has a maximum aggregate size equal to or greater than a 2" square sieve size. The combined aggregate gradation shall conform to Section 9- 03.1(5). Fly ash, if used, shall conform to Section 9 -23.9 and shall be limited to Class F with a maximum CaO content of 15 percent by weight. The fly ash shall be limited to 25 percent by weight, of the total cementious material. As an alternative to the use of fly ash and cement as separate components, a blended hydraulic cement may be used. Blended hydraulic cement shall conform to ASTM C 595 Type IP. In making calculations relative to cement factor or allowable water /cement ratio, the total cementious material shall be taken as the weight of Portland cement plus the weight of fly ash. The minimum cementitious material for any mix design shall be 565 pounds per cubic yard. 2. Submittals. The Contractor's submittal shall include the mix proportions per cubic yard and the proposed sources for all ingredients including the power plant that generated the fly ash. The mix shall be capable of providing a minimum flexural strength of 650 psi at 14 days. Evaluation of strength shall be based on statistically analyzed results of 5 beam specimens and demonstrate a quality level of not less than 80 percent analyzed in • accordance with Section 1- 06.2(2)D. In addition the Contractor shall fabricate, cure, and test 5 sets of cylinders using the same mix design as used in fabrication of the beams. Compressive strength data (for both 14 and 28 day strength) shall be submitted to the Engineer for use in determination of a conversion factor of flexural strength to compressive strength, which will be used by the Engineer for strength acceptance testing. Mix designs submitted by the Contractor shall provide a unique identification for each proposal and shall include test data confirming that concrete made in accordance with the proposed design will meet the requirements of these Specifications. Test data shall be from an independent testing lab or from a commercial concrete producer's lab. If the test data is developed at a • producer's lab, the Engineer or a representative may witness all testing. 3. Mix Design Modifications. The Contractor may initiate minor adjustments to the approved mix proportions. A plus or minus 200 pound variation in both the coarse and fine aggregate target weight will be allowed from the approved Contractor provided mix design weight as a modification without resubmittal. Utilizing admixtures to accelerate the set or to increase workability will be permitted only when approved by the Engineer. The Contractor shall notify the Engineer in writing of any proposed • modification. A new mix design will designate a new lot. 5- 05.3(2) Consistency The materials shall be mixed with sufficient water to produce a stiff concrete which will hold its shape when deposited upon the subgrade. Concrete placed during wet weather must be mixed with sufficient water to produce a very stiff mixture. The consistency shall be such that separation of the mortar from the coarse aggregate will not occur in handling. The water /cementious material ratio, by weight, shall not exceed 0.44. When slip form paving equipment is used, the Contractor shall further control concrete consistency to ensure that edge slump conforms to the requirements of Section 5- 05.3(11). 37 5- 05.3(3) Equipment Equipment necessary for handling materials, and performing all parts of the work shall be approved by the Engineer as to design, capacity, and mechanical condition. The equipment shall be at the jobsite sufficiently ahead of the start of paving operations to • be examined thoroughly and approved. 5- 05.3(3)A Batching Plant and Equipment 1. General. The batching plant shall include bins, weighing hoppers, and scales for the fine aggregate and for each size of coarse aggregate. If cement is used in bulk, a bin, hopper, and separate sdale for cement shall be included. The weighing hoppers shall be properly seabed and vented to preclude dusting during operation. The batching plant shall be equipped with a suitable nonresettable • batch counter, which will correctly indicate the number of batches proportioned. 2. Bins and hoppers. Bins with adequate ( eparate compartments for fine aggregate and for each size of the coarse aggregate shall be provided in the batching plant. 5- 05.3(3)B Mixing Equipment 1. General. Concrete may be mixed at a batching plant or wholly or in part in truck mixers. Each mixer shall have attached in a prominent place a manufacturer's plate showing the capacity of the drum in terms of volume of mixed concrete and the speed of rotation of the mixing drum, or blades. 2. Batching plant. Mixing shall be in an approved mixer capable of combining the aggregates, cement, and water into a thoroughly mixed and uniform weight within the specified mixing period. Mixers shall be cleaned at suitable intervals. The pickup and throw -over blades in the drum shall be repaired or replaced when they are worn down 3/4 -inch or more. The Contractor shall have available at, the jobsite a copy of the manufacturer's - design, showing dimensions and arrangements of the blades in reference to original height and depth, or provide permanent marks on blades to show points of 3/4 -inch wear from new conditions. Drilled holes 1/4 -inch in diameter near each end and at midpoint of each blade are recommended. 3. Truck mixers and truck agitators. Truck mixers used for mixing and hauling concrete, and truck agitators used for hauling plant -mixed concrete, shall conform to the requirements of Section 6- 02.3(4)A. 4. Nonagitator trucks. Bodies of nonagitating hauling equipment for concrete shall be smooth, mortar- tight, metal containers and shall be capable of discharging the concrete at a satisfactory controlled rate without segregation. Covers shall be • provided when needed for protection. Plant -mixed concrete may be transported in nonagitated vehicles provided that the concrete is delivered to the site of the work and discharge is completed within 45 minutes after the introduction of mixing water to the cement and aggregates, and provided the concrete is in a workable condition when placed. 5- 05.3(3)C Finishing Equipment The standard method of constructing concrete pavement on state highways shall be with approved slip -form paving equipment designed to spread, consolidate, screed, and float- finish the freshly placed concrete in one complete pass of the machine so a dense and homogeneous pavement its achieved with a minimum of hand finishing. On other roads and on WSDOT projects requiring less than 500 square yards of cement • concrete pavement or requiring individual placement areas of less than 500 square 38 yards, irregular areas, intersections and at locations inaccessible to slip -form paving • equipment, cement concrete pavement may be placed with approved placement and finishing equipment utilizing stationary side forms. Hand screeding and float finishing of cement concrete pavement may only be utilized on small irregular areas as allowed by the Engineer. 5- 05.3(3)0 Joint Sawing Equipment The Contractor shall provide approved power driven concrete saws for sawing joints, adequate in number of units and power to complete the sawing at the required rate. The Contractor shall provide at least one standby saw in good working order. An ample supply of saw blades shall be maintained at the site of the work at all times during sawing operations. The Contractor shall provide adequate artificial lighting facilities for night sawing. All of this equipment shall be on the job both before and continuously during concrete placement. Sawing equipment shall be available immediately and continuously upon call by the Engineer on a 24 hour basis, including Saturdays, Sundays and holidays. 5- 05.3(3)E Smoothness Testing Equipment The Contractor shall provide a California -type computerized profilograph, complete with recorder, for determining the profile index of the pavement according to WSDOT Test Method No. 807. The profilograph shall be on the project, calibrated, in good working condition, and ready for operation before construction of any concrete pavement begins. The operator shall be competent and experienced in operation of the equipment. • 5- 05.3(4) Measuring, and Batching Materials The batch plant site, layout, equipment, and provisions for transporting material shall ensure a continuous supply of material to the work. 1. Measuring Materials a. Aggregates. The fine aggregate and each size of coarse aggregate shall be measured by weighing, the weight for the particular aggregates used being proportional to their respective bulk specific gravities. The weighing of each • size of material shall be a separate and distinct operation. Corrections shall be made for variations in weight of materials due to the moisture content. The equipment for weighing aggregates shall conform to the requirements of Section 1 -09.2. • b. Cement: Cement shall be weighed on scales meeting the requirements of Section 1 -09.2. Adequate provision shall be made to prevent loss of cement between the batch box and the mixer. ' c. Water: Water may be measured either by volume or by weight. The accuracy of measuring the water shall be within a range of error of not over 1 percent. 2. Batching Materials. On all projects requiring more than 2500 cubic yards of Portland cement concrete for paving, the batching plant shall be equipped to proportion aggregates and cement by weight by means of automatic and interlocked proportioning devices of approved type. 39 5- 05.3(4)A Acceptance of Portland Cement Concrete Pavement Acceptance of Portland cement concrete pavement shall be as provided under - statistical or nonstatistical acceptance. Determination of statistical or nonstatistical shall be based on proposal quantities and shall consider the total of all bid items involving of a specific class. Statistical acceptance will apply only to contracts advertised, awarded and administered by WSDOT, unless specifically provided otherwise in the Special Provisions. Contracting agencies other than WSDOT must specifically invoke statistical acceptance in their Special Provisions if it is desired. Statistical Acceptance, (1) applies only to WSDOT projects, (2) is administered under the provisions of Section 5 -05.5, and (3) will be used for a class of mix when the proposal quantities for that class of mix is 1500 cubic yards or greater. Nonstatistical Acceptance will be used (1) for a class of mix when the proposal quantities for that class of mix is less than 1500 cubic yards and (2) all contracts advertised, awarded and administered by agencies other than WSDOT. • The point of acceptance will be per WAQTC FOP for TM 2 (Western Alliance for Quality Transportation Construction) or at the point of discharge when a pump is used. Acceptance of Concrete. The concrete producer shall provide a certificate of compliance for each truckload of concrete in, accordance with Section 6- 02.3(5)B. For the purpose of acceptance sampling and testing, a lot is defined as the total - quantity of material to be used that was produced for the same class of mix . All of the test results obtained from the same material shall be evaluated collectively and shall constitute a lot. The quantity represented by each sample will constitute a sublot. Sampling and testing for statistical acceptance shall be performed on a random basis at the frequency of one sample per sublot. Sublot size shall be determined to the nearest 10 cubic yards to provide not less than three uniform sized sublots with a maximum sublot size of 500 cubic yards. The Engineer will furnish the Contractor with a copy of the results of all acceptance testing performed within 2 working days after testing. The Engineer will also provide the Composite Pay Factor (CF'F) of the completed sublots after three have been tested. Acceptance testing for compliance of air content and 28 day compressive strength shall be conducted from samples prepared according to VVAQTC FOP TM 2. Air content shall be determined by conducting WAQTC (FOP for AASHTO T 152. If the Contractor fails to provide the Aggregate Correction Factor per VVAQTC FOP for AASHTO T 152 with the mix design, one will not be applied. Compressive Strength shall be determined by WSDOT FOP for AASHTO T 23 and WSDOT FOP for AASHTO T 22. The quality limits as defined in section 1- 06.2(2)D shall be as follows. The lower quality limit for Air Content shall be 3.0 % the upper quality limit for Air Content shall be 7.0 %. • The lower quality limit for compressive strength shall be 1000 psi less than that established in the mix design as the arithmetic mean of the five sets of 28 day compressive strength cylinders, or 3000 psi, whichever is higher. These compressive - strength cylinders are to be cast at the same time as the flexural beams that were used to pre - qualify the mix design under section 5- 05.3(1). There is no upper quality limit for 28 day compressive strength. The price adjustment factor defined in section 1- 06.2(2)D shall be six (6) for compressive strength and four (4) for air content. 40 If either the air content or compressive strength is not measured in accordance with this section its individual pay factor will be considered to be 1.00 in calculating the Composite Pay Factor. Rejection of Concrete: 1. Rejection by the Contractor: The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material at no expense to the Contracting Agency. Any such new material will be sampled, tested and evaluated for acceptance. • 2. Rejection without Testing: The Engineer may reject any load that appears defective prior to placement. Material rejected before placement shall not be incorporated into the pavement. No payment will be made for the rejected materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected materials tested, a sample will be taken and both the air content and strength shall be tested by WSDOT. Payment for rejected material will be based on the results of the one sample, which was taken and tested. If the rejected material fails either test, no payment will be made for the rejected material and in addition, the cost of sampling and testing, at the rate of $250.00 per sample shall be borne by the Contractor. If the rejected material passes both tests the mix will be compensated at a CPF of 1.00 and the cost of the sampling and testing will borne by the Contracting Agency. 5- 05.3(5) Mixing Concrete The concrete may be mixed in a batching plant or in truck mixers. The mixer shall be of an approved type and capacity. Mixing time shall be measured from the time all materials are in the drum. Ready -mixed concrete shall be mixed and delivered in accordance with the requirements of Section 6- 02.3(4), 6- 02.3(4)A and 6- 02.3(4)B. When mixed in a batching plant, the mixing time shall not be less than 50 seconds nor more than 90 seconds. The mixer shall be operated at a drum speed as shown on the manufacturer's nameplate on the mixer. Any concrete mixed less than the specified time shall be discarded and disposed of by the Contractor at no expense to the Contracting Agency. The volume of concrete mixed per batch shall not exceed the mixer's rated capacity, as shown on the manufacturer's standard rating plate on the mixer. Each concrete mixing machine shall be equipped with a device for counting automatically the number of batches mixed during the day's operation. Retempering concrete by adding water or by other means will not be permitted. • 5- 05.3(5)A Limitations of Mixing Concrete shall not be mixed, placed, or finished when the natural light is inadequate, as determined by the Engineer, unless an adequate and approved artificial lighting system is operated. Mixing and placing concrete shall be discontinued when a descending air temperature in the shade away from artificial heat reaches 40 F and shall not be resumed until an ascending air temperature in the shade and away from artificial heat reaches 35 F unless authorized in writing by the Engineer. When mixing and placing is authorized during cold weather, the aggregates may be heated by either steam or dry heat prior to being placed in the mixer. The apparatus 41 used shall heat the mass uniformly and shall be arranged to preclude the possible occurrence of overheated areas which might injure the materials. Unless otherwise authorized, the temperature of the mixed concrete shall be not less than 50 F and not more than 90 F at the time of discharge into the hauling conveyance. No concrete shall be mixed with frozen aggregates. 5 05.3(6) Subgrade The subgrade shall be constructed in accordance with Section 2 -06. The subgrade shall be prepared and compacted a sufficient distance beyond each edge of the area which is to receive concrete pavement in order to accommodate the slip -form equipment. Concrete shall not be placed on a frozen subgracle nor during heavy rainfall. The subgrade shall be moist before the concrete is placed. • When the subgrade is an asphalt treated base the surface shall be clean and free of any deleterious materials. When placing concrete on a treated base, the surface temperature shall not exceed 90 °F. If water is used for cooling any excess water standing in pools or flowing on the surface shall be removed prior to placing concrete. 5 05.3(7) Placing, Spreading, and Compacting Concrete The provisions relating to the frequency and amplitude of internal vibration shall be considered the minimum requirements and are intended to ensure adequate density in the hardened concrete. Referee testing of hardened concrete will be performed by cutting cores from the finished pavement', after a minimum of 24 hours of curing. Density determination will be made based on the water content of the core as taken. WSDOT Test Method No. 810 shall be used for the determination of core density. Reference cores will be taken at the minimum rate of one for each 500 cubic yards of pavement, or fraction thereof. These same cores will be used for thickness measurements as required by Section 5- 05.5(1). The average density of the cores shall be at least 97 percent of the original mix design density with no cores having a density of less than 96 percent of the original mix design density. Failure to meet the above requirement will be considered as evidence that the minimum requirements for vibration are inadequate for the job conditions, and additional vibrating units or other means of increasing the effect of vibration shall be employed so that the density of the hardened concrete as indicated by further referee testing shall conform to the above listed requirements. Primary units of pavement, as defined in Section 5- 05.5(1), not meeting the prescribed minimum density shall be removed and replaced with satisfactory material. At the option of the Engineer, noncomplying material may be accepted at a reduced price. 5 05.3(7)A Slip - Form Construction The concrete shall be distributed uniformly' into final position by a self propelled slip - form paver without delay. The alignment and elevation of the paver shall be regulated from outside reference lines established for this purpose. The paver shall vibrate the concrete for the full width and depth of the strip of pavement being placed and the vibration shall be adequate to provide a consistency of concrete that will stand normal to the surface with sharp well defined edges. The sliding forms shall be rigidly held together laterally to prevent spreading of thelforms. The plastic concrete shall be effectively, consolidated by internal vibration with transverse vibrating units for the full width of pavement and /or a series of equally spaced longitudinal vibrating units. The space from the outer edge of the pavement to 42 the outer longitudinal unit shall not exceed 9 inches. The spacing of internal units shall • be uniform and not exceed 18 inches. The term internal vibration means vibration by vibrating units located within the specified thickness of pavement section. The rate of vibration of each vibrating unit shall be not less than 7,500 cycles per minute, and the amplitude of vibration shall be sufficient to be perceptible on the surface of the concrete along the entire length of the vibrating unit and for a distance of at least 1 foot. The frequency of vibration or amplitude shall be varied proportionately ' with the rate of travel to result in a uniform density and air content. The paving machine shall be equipped with a tachometer or other suitable device for measuring and indicating the actual frequency of vibrations. The concrete shall be held at a uniform consistency. The slip -form paver shall be operated with as nearly a continuous forward movement as possible and all operations of mixing, delivering, and spreading concrete shall be coordinated to provide uniform progress with stopping and starting of the paver held to a minimum. If, for any reason, it is necessary to stop the forward movement of the paver, the vibratory and tamping elements shall also be stopped immediately. No tractive force shall be applied to the machine, except that which is controlled from the machine. • When concrete is being placed adjacent to an existing pavement, that part of the equipment which is supported on the existing pavement shall be equipped with protective pads on crawler tracks or rubber -tired wheels on which the bearing surface is • offset to run a sufficient distance from the edge of the pavement to avoid breaking the pavement edge. 5- 05.3(7)B Stationary Side Form Construction Side form sections shall be straight, free from warps, bends, indentations, or other defects. Defective forms shall be removed from the work. Metal side forms shall be used except at end closures and transverse construction joints where straight forms of other suitable materials may be used. • Side forms may be built up by rigidly attaching a section to either top or bottom of forms. If such build -up is attached to the top of metal forms, the build -up shall be of metal. Width of the base of all forms shall be equal to at least 80 percent of specified pavement thickness. Side forms shall be of sufficient rigidity, both in the form and in the interlocking connection with adjoining forms, that springing will not occur under the weight of • subgrading and paving equipment or from the pressure of concrete. The Contractor shall provide sufficient forms so that there will be no delay in placing the concrete due to lack of forms. Before placing side forms, the underlying material shall be at the proper grade. Side forms shall have full bearing upon the foundation throughout their length and width of base and shall be placed to the required grade and alignment of the edge of the finished pavement. They shall be firmly supported during the entire operation of placing, compacting, and finishing the pavement. Forms shall be drilled in advance of being placed to line and grade to accommodate tie • bars where these are specified. 43 Immediately in advance of placing concrete and after all subgrade operations are completed, side forms shall be trued and maintained to the required line and grade for a distance sufficient to prevent delay in placing concrete. Side forms shall remain in place at least 12 hours after the concrete has been placed, and in all cases until the edge of the pavement no longer requires the protection of the forms. Curing compound shall be applied to the concrete immediately after the forms are removed. Side forms shall be thoroughly cleaned and oiled each time they are used and before concrete is placed against there. Concrete shall be spread, screeded, shaped, and consolidated by one or more self - propelled machines. These machines shall uniformly distribute and consolidate concrete without segregation so that completed pavement will conform to required . cross section with a minimum of handwork. The number and capacity of machines furnished shall be adequate to perform the work required at a rate equal to that of concrete delivery. Concrete for the full paving width shall be effectively consolidated by means of surface vibrators, in combination with internal vibrators, or by some other method of consolidation that produces equivalent results without segregation. When vibrators are used to consolidate concrete, the rate of vibration shall be not less than 3,500 cycles per minute for surface vibrators and shall be not less than 7,000 cycles per minute for internal vibrators. Amplitude of vibration shall be sufficient to be perceptible on the surface of the concrete more than 1 foot from the vibrating element. The Contractor shall furnish a tachometer or other suitable device for measuring and indicating frequency of vibration. Power to vibrators shall be connected so that vibration ceases when forward or backward motion of the machine is stopped. 5- 05.3(8) Joints Joints in cement concrete pavement will be, designated as longitudinal and transverse contraction joints and longitudinal and transverse construction joints, and shall be constructed as shown in the Plans and in accordance with the following provisions: All contraction joints shall be constructed at the locations, intervals, and depths shown in the Standard Plan. The faces of all joints shall be constructed perpendicular to the surface of the cement concrete pavement. 5- 05.3(8)A Contraction Joints All transverse and longitudinal contraction joints shall be formed with suitable power - driven concrete saws. The Contractor shall provide sufficient sawing equipment • capable of completing the sawing to the required dimensions and at the required rate to control cracking. The Contractor shall provide adequate artificial lighting facilities for night sawing. Joints shall not vary from the specified or indicated line by more than 3/4 inch. Commencement of sawing transverse contraction joints will be dependent upon the setting time of the concrete and shall be done at the earliest possible time following placement of the concrete without tearing or raveling the adjacent concrete excessively. • 44 Longitudinal contraction joints shall be sawed as required to control cracking and as soon as practical after the initial control transverse contraction joints are completed. Any damage to the curing material during the sawing operations shall be repaired immediately after the sawing is completed. When cement concrete pavement is placed adjacent to existing cement concrete pavement, the vertical face of all existing working joints shall be covered with building paper or other suitable material. 5- 05.3(8)B Sealing Sawed Contraction Joints Sawed contraction joints shall be filled with a joint sealant filler conforming to the requirements of Section 9 -04.2. Joints shall be thoroughly clean at the time of sealing and if the hot - poured type is used the joints shall be dry. Care shall be taken to avoid air pockets. The hot - poured compound shall be applied in two or more layers, if necessary. The cold - poured compound shall be applied under sufficient pressure to fill the groove from bottom to top and to a point approximately 1/4 inch below the surface of the concrete. The joint filled with cold - poured compound shall then be covered with a strip of nonabsorptive paper at least twice as wide as the joint and the paper shall be left in place. 5- 05.3(8)C Construction Joints When placing of concrete is discontinued for more than 45 minutes, a transverse construction joint shall be installed. Construction joints shall be as shown in the Standard Plan. Transverse construction joints shall be constructed between cement concrete pavement and reinforced concrete bridge approach slabs. All transverse and longitudinal construction joints, including the joint between new and existing pavement when widened, shall be sawed and sealed with joint filler conforming to the requirements of Sections 5- 05.3(8)A and 9 -04.2. 5- 05.3(9) Vacant 5- 05.3(10) Tie Bars and Dowel Bars Epoxy- coated tie bars shall be placed at all longitudinal contraction and construction joints, in accordance with the requirements shown in the Standard Plan. In addition, tie bars shall be installed when concrete shoulders are placed as a separate operation or when widening existing pavement. Epoxy- coated tie bars shall be placed at longitudinal construction joints between lanes in a manner that the individual bars are located at the required elevation and spaced as shown in the Standard Plan and in a manner that the vertical edge of the concrete is not deformed or otherwise damaged during placement of the bars. Placement tolerances for tie bars shall be within 1 inch of the middle of the concrete slab, within 1 inch of being centered over the joint and placed parallel or perpendicular to centerline within 1 inch of the vertical and horizontal plane. Epoxy- coated dowel bars will be required for the construction joint at the end of paving operations each day and they shall be placed in accordance with the Standard Plan. Epoxy coated dowel bars shall be placed at all transverse contraction joints as shown in the contract or in accordance with the Standard Plans. All dowel bars shall have a parting compound, such as curing compound, grease or other Engineer approved equal applied to them prior to placement. 45 Placement tolerances for dowel bars shall be within 1 inch of the middle of the concrete slab, within 1 inch of being centered over the transverse joint and parallel to centerline within 1/2 inch of the vertical and the horizontal plane. Dowel bars that are mounted in a cage for placing shall allow for movement of the bars within the cage. Cutting of stiffeners within the cage is not recommended. When new concrete pavement is to be placed against existing cement concrete pavement, epoxy- coated tie bars shall be drilled and grouted into the existing pavement with epoxy resin in accordance with the Standard Plan and specified tolerances for placement of tie bars. The Contractor may use any method for drilling the holes, provided the method selected does not damage the existing concrete. Any damage caused by the Contractor's operations shall be repaired by the Contractor at no cost to the Contracting Agency and the repair shall be to the satisfaction of the Engineer. • The tie bar holes shall be blown clean with compressed air before grouting. The bar shall be centered in the hole for the full length of embedment before grouting. The • grout shall then be pumped into the hole around the bar in a manner that the back of the hole will be filled first. Blocking or shimming shall not impede the flow of the grout into the hole. Dams, if needed, shall be placed at the front of the holes to confine the grout. The dams shall permit the escape of air without leaking grout and shall not be removed until grout has cured in the hole. 5- 05.3(11) Finishing After the concrete has been given a preliminary finish by means of finishing devices incorporated in the slip -form paving equipment, the surface of the fresh concrete shall be checked by the Contractor with a straightedge device not less than 10 feet in length. High areas indicated by the straightedge device shall be removed by the hand -float method. Each successive check with the straightedge device shall lap the previous • check path by at least 1/2 of the length of the straightedge. The requirernents of this paragraph may be waived if it is successfully demonstrated that other means will consistently produce a surface with a satisfactory profile index and meeting the 10 -foot straightedge requirement specified in Section 5- 05.3(12). Any edge slump of the pavernent, exclusive of specified edging, in excess of 1/4 inch shall be corrected before the concrete has hardened. If edge slump on any 1 foot or greater length of hardened concrete exceeds 1 inch, the concrete shall be repaired as provided in section 5- 05.3(22). The pavement shall be given a final finish surface by texturing with a comb perpendicular to the centerline of the pavernent. The comb shall produce striations • approximately 1/8 inch to 3/16 inch in depth. Randornly space the striations from 1/2 inch to 1 1/4 inch. The comb shall be operated mechanically either singly or in gangs with several placed end to end. Finishing shall take place with the elernents of the comb as nearly perpendicular to the concrete surface as is practical, to eliminate dragging the mortar. If the striation equipment has not been previously approved, a test section shall be constructed prior to approval of the equipment. If the pavement has a raised curb without a formed concrete gutter, the texturing shall end 2 feet from the curb line. At the beginning and end of paving each day, the Contractor shall, with an approved stamp, indent the concrete surface near the right hand edge of the panel to indicate the date, month, and year of placement. • At approximate 500 -foot intervals where designated by the Engineer the Contractor shall, with an approved stamp, indent the concrete surface near the right hand edge of the pavement with the stationing of the roadway. 46 • 5- 05.3(12) Surface Smoothness The pavement smoothness will be checked under supervision of the Engineer no later than 5:00 p.m. of the day following placement of concrete, with equipment furnished and operated by the Contractor. Smoothness of all pavement placed except shoulders, ramp tapers, intersections and small or irregular areas as defined by Section 5- 05.3(3) unless specified otherwise, will be measured with a recording profilograph, as specified in Section 5- 05.3(3), parallel to centerline, from which the profile index will be determined in accordance with WSDOT Test Method 807. For the purpose of qualifying the equipment and methods used by the Contractor, a daily profile index will be computed. For pavement placed in a 12 -foot width or less, the daily profile index will be the average of two profiles made approximately 3 feet from and parallel to each edge of the pavement. If the pavement is placed in a width greater than 12 feet, the daily profile index will be computed as the average of profiles made approximately 3 feet from and parallel to each edge and at the approximate location of each planned longitudinal joint. The daily profile index of the finished pavement thus determined will be 7 inches per mile, or less. Only equipment and methods that consistently produce a finished surface meeting this requirement shall be used. Should the daily profile index exceed the rate of 7 inches per mile, the paving operations shall be discontinued until other methods or equipment are provided by the Contractor. Such revised methods and equipment shall again be discontinued if they do not produce a finished surface having a daily profile index of 7 inches per mile, or less. Operations shall not be resumed until the Engineer approves further changes in methods and equipment as proposed by the Contractor. All areas representing high points having deviations in excess of 0.3 inch as determined by procedures described in WSDOT Test Method 807, shall be reduced by abrasive methods until such deviations do not exceed 0.1 inch as determined by reruns of the profilograph. High areas of individual profiles shall be reduced by abrasive means so that the profile index will not exceed 0.7 inch in any 0.1 mile section. All high areas in excess of 0.1 inch shall be reduced to 0.0 inch prior to reducing any high points of 0.1 inch or less. Low spots exceeding .25 inch shall be corrected in a manner approved by the Engineer. When any of the daily profile indexes exceed 7 inches per mile, final acceptance of the pavement for smoothness parallel to the centerline will be based on profile indexes as measured with the profilograph, operating by the Contractor under the supervision of the Engineer, along a line parallel to the edge of pavement and each longitudinal joint and will not be averaged for acceptance purposes. The final acceptance profile indexes will be measured after all corrective work is complete and will demonstrate that all 0.1 -mile sections on the project are within the 0.7 -inch Specification. When cement concrete pavement abuts bridges, the finished pavement parallel to centerline within 15 feet of the abutting joint shall be uniform to a degree that no variations greater than 1/8 inch are present when tested with a 10 -foot straightedge. When paving intersections, small or irregular areas, as defined in Section 5- 05.3(3), • surface smoothness will be measured with a 10 -foot straightedge no later than 5:00 p.m. of the day following the placing of the concrete. A 10 -foot straightedge will be placed parallel to the centerline so as to bridge any depressions and touch all high spots. Should the surface vary more than 1/8 inch from the lower edge of the straightedge, the high portion shall be reduced by the Contractor to the 1/8 -inch tolerance by abrasive means at no expense to the Contracting Agency. It is further provided that if reduction of high portions of the surface involves breaking, dislodging, or other disturbance of the aggregates, such cutting will not be permitted until the 47 pavement has achieved its design age. If in the opinion of the Engineer irregularities cannot be satisfactorily removed by such methods, the Contractor shall remove and replace the pavement at no expense to the Contracting Agency. Smoothness perpendicular to the centerline will be rneasured with a 10 -foot straight edge. The transverse slope of the finished pavement shall be uniform to a degree such that no variations greater than 1/4 inch are present when tested with a 10 -foot long straightedge laid in a direction perpendicular to the centerline. Any areas that are in excess of this specified tolerance shall be corrected by abrasive means. 5- 05.3(13) Curing • Immediately after the finishing operations have been completed and as soon as marring of the concrete will not occur, the entire surface of the newly placed concrete shall be cured in accordance with one of the following methods the Contractor may elect. 5- 05.3(13)A Curing Compound Liquid membrane - forming concrete curing compound Type 2 meeting the requirements of Section 9 -23.2 shall be applied to the entire area of the exposed surface of the concrete with an approved mechanical spray machine. The spray fog shall be protected from the wind with an adequate shield. It shall be applied uniformly at the rate of one gallon to not more than 150 square feet. The compound shall be applied with equipment of the pressure tank or pump type equipped with a feed tank agitator which ensures continuous agitation of the compound - during spraying operations. The nozzle shall be of the two -line type with sufficient air to properly atomize the compound. The curing compound shall not be applied during or immediately after rainfall. If it becomes necessary to leave the pavement uncoated overnight, it shall be covered with polyethylene sheeting, which shall remain in place until weather conditions are favorable for the application of the curing compound. In the event that rain falls on the newly coated pavement before the film has dried sufficiently to resist damage, or in the event of damage to the film from any cause, the Contractor shall apply a new coat of curing compound in one or two applications to the affected area at the rate which, in the opinion of the Engineer, will result: in a film of - curing value equal to that specified in the original coat. Before placing the curing compound in the spray tank, it shall be thoroughly agitated as recommended by the Manufacturer. The compound shall not be diluted by the addition of solvents nor be altered in any manner. If the compound has become chilled to the extent that it is too viscous for proper stirring or application or if portions of the vehicle have been precipitated from solution, it shall be heated to restore proper fluidity but it shall not be heated above 100 F. All curing compound shall have approval prior to placing in the spray tanks. The curing compound shall be applied immediately after the concrete has been finished and after any bleed water that has collected on the surface has disappeared, or at a - time designated by the Engineer. If hair checking develops in the pavement before finishing is completed, the Engineer may order the application of the curing compound at an earlier stage, in which event any concrete cut from the surface in finishing operations shall be removed entirely from the pavement. If additional mortar is then needed to fill torn areas, it shall be obtained ahead of the spraying operations. All areas cut by finishing tools subsequent to the application of the curing compound shall immediately be given new applications at the rate specified above. 48 The curing compound, after application, shall be protected by the Contractor from injury until the pavement has reached a minimum compressive strength of 2500 psi. All traffic, either by foot or otherwise, shall be considered as injurious to the film of the applied compound. The Contractor shall provide on the job a sufficient quantity of white polyethylene sheeting to cover all the pavement laid in three hours of maximum operation. This sheeting shall be reserved exclusively for the protection of the pavement in case of rain or breakdown of the spray equipment used for applying the curing compound. The protective sheeting shall be placed over the pavement when ordered, and in the • manner specified by the Engineer. Areas from which it is impossible to exclude traffic shall be protected by a covering of sand or earth not less than 1 foot in thickness or by other suitable and effective means. The protective covering shall be placed no earlier than 24 hours after application of the compound. All liquid membrane - forming curing compounds shall be removed from the Portland cement concrete pavement to which traffic delineators are to be bonded. Curing compound removal shall not be started until the pavement has attained sufficient • flexural strength for traffic to be allowed on it. The Contractor shall submit a proposed removal method to the Engineer and shall not begin the removal process until the • Engineer has approved the removal method. The Contractor shall assume all liabilities for and protect the Contracting Agency from any damages or claims arising from the use of materials or processes described herein. 5- 05.3(13)B White Polyethylene Sheeting The sheeting shall be placed over the pavement immediately after finishing operations are completed, or at a time designated by the Engineer. The sheeting shall be laid so that individual sheets overlap at least 2 feet, and the lapped areas shall be held in close contact with the pavement by weighting with earth or boards to prevent movement by the wind. The sheeting shall extend downward to cover the edges of the pavement and shall be secured to the subgrade with a continuous bank of earth or surfacing material. Any holes occurring in the sheeting shall be patched immediately to the satisfaction of the Engineer. The sheeting shall be maintained against injury and remain in place until the pavement has reached a minimum compressive strength of 2500 psi. 5- 05.3(13)C Wet Curing Wet curing shall be accomplished by applying a continuous fog or mist spray to the entire pavement surface until it has reached a minimum compressive strength of 2500 • psi. If water runoff is not a concern, continuous sprinkling is acceptable. Sprinkling shall not begin until the concrete has achieved initial set as determined by AASHTO T 197 or other approved method. 5- 05.3(14) Cold Weather Work When the air temperature is expected to reach the freezing point during the day or night and the pavement has not reached 50 percent of its design strength or 2500 psi which ever is greater the concrete shall be protected from freezing. The Contractor shall, at no expense to the Contracting Agency, provide a sufficient supply of straw, hay, grass, earth, blankets, or other suitable blanketing material and spread it over the pavement to a sufficient depth to prevent freezing of the concrete. The Contractor shall be responsible for the quality and strength of the concrete thus cured. Any concrete 49 injured by frost action or freezing shall be removed and replaced at the Contractor's expense in accordance with these Specifications. 5- 05.3(15) Concrete Pavement Construction in Adjacent Lanes Unless otherwise shown in the Plans or in the Special Provisions, the pavement shall be constructed in multiple lanes; that is, two or more adjacent lanes paved in a single operation. Longitudinal contraction joints shall be used between adjacent lanes that are paved concurrently, and construction joints shall be used when lanes are paved separately. Tie bars shall be installed during initial lane construction. The Contractor shall replace, at no expense to the Contracting Agency, any panels on the new pavement that are cracked or broken as a result of the Contractor's operations. 5- 05.3(16) Protection of Pavement The Contractor shall protect the pavement and its appurtenances from any damage. Protection shall include personnel to direct traffic and the erection and maintenance of warning signs, lights, barricades, temporary take -down bridges across the pavement with adequate approaches, and whatever other means may be necessary to accommodate local traffic and to protect the pavement during the curing period or until opened to traffic as determined by the Engineer. The operation of construction equipment on the new pavement will not be allowed until the pavement has developed a compressive strength of 2500 psi as determined from cylinders, made at the time of placement, cured under comparable conditions, and tested in accordance with WSDOT FOP for AASHTO T 22. Exceptions would be one track from a slip form paving machine when paving adjacent lanes or light vehicles required for sawing operations or taking cores. Placement of shoulder material may commence when the pavement has developed a compressive strength of 1800 psi as determined from cylinders made at the time of placement, cured under comparable conditions, and tested in accordance with WSDOT FOP for AASHTO T 22 as long as construction equipment is not operated on the new pavement. A continuous barrier of the design shown in the Plans shall be constructed and maintained along the edge of the pavement being constructed and adjacent to the portion of the roadway used for traffic. The barriers shall be left in place until the new pavement is ready to be opened to traffic and shall then be removed by the Contractor. Any damage to the pavement occurring prior to final acceptance shall be replaced or repaired in accordance with Section 5- 05.3(22). 5- 05.3(17) Opening to Traffic The pavement may be opened to traffic when the concrete has developed a compressive strength of 2500 psi as determined from cylinders, made at the time of placement, cured under comparable conditions, and tested in accordance with WSDOT • FOP for AASHTO T 22. Fabrication, curing, and testing of cylinders to measure early strength shall be the responsibility of the Contractor. The Contractor shall obtain the services of an independent laboratory to perform these activities and these laboratories shall be approved by the Engineer. At the Contractor's option, the time for opening pavement may be determined through the use of the maturity test in accordance with ASTM C 1074. The Contractor shall develop the maturity- strength relationship and provide maturity curves along with supporting data for approval by the Engineer. The Contractor shall furnish all equipment, including thermal or maturity meter, thermocouples, wire, and qualified personnel to monitor maturity and provide 50 information to the Engineer. Field procedures to monitor maturity shall be submitted to the Engineer for approval prior to use. The pavement shall not be opened to traffic until • the maturity- strength relationship shows the pavement has a compressive strength of 2500 psi and approved by the Engineer. The pavement shall be cleaned prior to opening to traffic. • All costs associated with early- strength cylinders shall be at the Contractor's expense. • 5- 05.3(18) Cement Concrete Approach Concrete approaches shall be constructed at the locations shown in the Plans or as designated by the Engineer and in accordance with the contract documents. Approach concrete can be standard Portland cement concrete pavement or Class 4000 conforming to the requirements of Section 6 -02. Approach concrete may be placed, compacted, and finished using hand methods. The tools required for these operations shall be approved by the Engineer. Curing of approach concrete shall be in accordance with Section 5- 05.3(13). Concrete approaches may be opened to traffic in accordance with Section 5- 05.3(17). 5- 05.3(19) Reinforced Concrete Bridge Approach Slabs Approach slab concrete shall be Class 4000 conforming to the requirements of Section 6 -02. • • Reinforced concrete bridge approach slabs shall be constructed at the locations shown in the Plans designated by the Engineer and in accordance with the contract • documents. The approach slabs shall be constructed full bridge deck width from outside usable shoulder to outside usable shoulder at an elevation to match the structure. Pavement ends and the bridge ends of the approach slabs shall be constructed as shown in the Plans. The approach slabs shall be modified as shown in the Plans to accommodate the grate inlets at the bridge ends if the grate inlets are required. Screed rail support, installation, and finish machine requirements shall be as specified for bridge deck slabs. Reinforced concrete bridge approach slab anchors shall be installed as detailed in the Plans. The anchor rods shall conform to Section 9- 06.5(1). The steel plates shall conform to ASTM A 36. The anchors shall be installed parallel both to profile grade and center line of roadway. The Contractor shall secure the anchors to ensure that they will not be misaligned during concrete placement. For Method A anchor installations, the grout or adhesive used to install the anchors shall have a minimum • compressive strength of 4000 psi at three days and be capable of developing the ultimate strength of the anchor rod. Compressive strength shall be determined in accordance with WSDOT FOP for AASHTO T 106. The compression seal shall be as noted in the contract documents. Finishing of the reinforced concrete bridge approach slabs shall be accomplished by either a combination of finishing machine and hand finishing or by hand finishing methods only. The finished and cured approach slabs shall be free from any deviation exceeding 1/8 inch under a 10 -foot straightedge placed parallel and perpendicular to the center line of the roadway. Bridge approach slabs may be opened to traffic in 51 • accordance with Section 5- 05.3(17). Bridge approach slabs shall be cured in accordance with Section 5- 05.3(13). 5- 05.3(20) Vacant 5- 05.3(21) Vacant • 5- 05.3(22) Repair of Defective Pavement Slabs Broken slabs, slabs with random cracks, nonworking contraction joints near cracks, edge slumping and spells along joints and, cracks shall be replaced or repaired as specified at no expense to the Contracting Agency, and shall be accomplished prior to completion of joint sealing. • Pavement slabs containing more than one crack shall be entirely removed and replaced. Pavement slabs containing a single crack shall be removed and replaced such that the minimum dimension of the removed slab is 6 feet long and full panel width. The portion of the panel to remain in place shall have a minimum dimension of 6 feet in length and full panel width, otherwise entire removal and replacement of the slab is required. There shall be no new joints closer than 3 feet to an existing transverse joints. Saw cutting full pavement depth is required along all longitudinal joints and at transverse locations. Tie bars and dowel bars shall be used in accordance Section 5- 05.3(10). Spalls and edge slumping shall be repaired by making vertical saw cuts at least 3 • inches outside the affected area and to a minimum depth of 3 inches. Repair depths that exceed one third of the total slab depth or encounter dowel bars or reinforcing steel will require full depth repair. When the affected area is directly against a longitudinal or transverse joint, a debonding medium, (compressible joint insert or polyethylene strip) must be placed between the existing concrete and the area to be patched. For transverse joints, the compressible joint material must be placed into the existing joint 1 inch below the depth of the repair and extended at least 3 inches beyond each end of the patch boundaries. If the affected area is directly against an asphalt pavement, a formed edge even with the surface is required. The concrete in the affected area shall be chipped out to sound concrete with a pneumatic hammer with a maximum weight of 30 pounds. The formed cavity shall be sand blasted with dry, oil -free air and thoroughly cleaned of all loose material. Where required a bonding agent shall be • applied to the dry, cleaned surface of the cavity in a thin even coat, using a stiff - bristle brush. Placement of Portland cement concrete or epoxy -resin concrete or mortar shall immediately follow the application of the bonding agent. The patch mixture should be placed and vibrated to eliminate any voids. Vibrators greater than 1 inch shall not be used. If cementitious repair material is used, patch perimeter shall be sealed with a 1:1 cement -water grout. The patch mixture shall be cured according to the manufactures recommendation. 5 -05.4 Measurement Cement concrete pavement will be measured by the cubic yard for the completed pavement. The volume will be determined from measurements taken as listed below. 1. The width measurement will be the width of the pavement shown on the typical cross - section in the Plans, additional widening where called for, or as otherwise specified in writing by the Engineer. 2. The length will be measured horizontally along the center of each roadway or ramp. 3. The depth will be deterrnined from the reference cores. The depth utilized to calculate the volume shall not exceed the plan depth plus 0.5 inches. 52 The volume of the pavement section represented by the reference core shall equal the measured length x width x reference core depth. Epoxy- coated tie bar with drill hole will be measured by the unit for the actual number of bars used in the completed work. Bridge approach slab will be measured by the square yard. Cement concrete approach will be measured by the square yard. The ride smoothness compliance adjustment calculation is the volume of pavement, in cubic yards, represented by the profilograph. The calculation for Portland cement concrete compliance adjustment is the volume of concrete represented by the CPF and the Thickness deficiency adjustment. 5 -05.5 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: "Cement Conc. Pavement ", per cubic yard. The unit contract price per cubic yard for "Cement Conc. Pavement" shall include furnishing and installing tie bars, except those tie bars drilled into cement concrete pavement will be paid under the item "Epoxy- Coated Tie Bar with Drill Hole ". "Cement Conc. Pavement - Including Dowels ", per cubic yard. The unit contract price per cubic yard for "Cement Conc. Pavement - Including Dowels" shall include furnishing and installing epoxy coated dowel bars and tie bars, except those tie bars drilled into cement concrete pavement will be paid under the item "Epoxy- Coated Tie Bar with Drill Hole ". "Cement Conc. Approach Day ", per square yard. • "Epoxy- Coated Tie Bar with Drill Hole ", per each. "Bridge Approach Slab ", per square yard. The unit contract price per square yard for "Bridge Approach Slab" shall be full pay for providing, placing, and compacting the crushed surfacing top course, furnishing and placing Class 4000 concrete, and furnishing and installing compression seal, anchors, and reinforcing steel. "Ride Smoothness Compliance Adjustment ", by calculation. Payment for "Ride Smoothness Compliance Adjustment" will be calculated by multiplying the unit contract price for cement concrete pavement, times the volume for adjustment, times the percent of adjustment determined from the schedule below. 1. Adjustment will be based on the initial profile index before corrective work. 2. "Ride Smoothness Compliance Adjustment" will be calculated for each 0.1 mile section represented by profilogram using the following schedule: Ride Smoothness Profile Index Compliance Adjustment (Inches per mile) (Percent adjustment) 53 1.0 or less +4 over 1.0 to 2.0 +3 over 2.0 to 3.0 +2 over 3.Oto4.0 +1 • over 4.Oto7.0 0 over 7.0 -2* *Also requires correction to 7 inches per mile. "Portland Cement Concrete Compliance Adjustment ", by calculation. Payment for "Portland Cement Concrete Compliance Adjustment" will be calculated by multiplying the unit contract price for the cement concrete pavement, times the volume for adjustment times the percent of adjustment determined from the calculated CPF and or the Deficiency Adjustment listed in Section 5- 05.5(1)A. 5 05.5(1) Pavement Thickness Cement concrete pavement shall be constructed in accordance with the thickness requirements in the Plans and Specifications. Tolerances allowed for subgrade construction and other provisions, which may affect thickness, shall not be construed to modify such thickness requirernents. A primary unit of pavement is defined as the area of pavement placed in each day's paving operations or a complete intersection. Within such primary unit cif pavement, there may be an area or areas, which are deficient in thickness by more than 0.05 foot. This deficient area or areas will be defined as a secondary unit or units. If secondary units are found to exist, the primary unit area will be reduced by the secondary unit area included therein. At a time determined', by the Engineer, thickness measurements will be made in each primary unit of pavement at the minimum rate of one measurement for each 500 cubic yards of pavement, or fraction thereof. The exact location and number of thickness measurements within each primary unit, both longitudinally and transversely, will be determined by the Engineer. In general, • thickness measurements will be made at uniform intervals throughout each primary unit of pavement. If thickness deficiencies greater than 0.05 foot are found to exist, supplemental thickness measurements will be made in accordance with Section 5- 05.5(1)B. Pavement thickness variations, if any, from the thickness requirements in the Plans and Specifications will be determined by comparing the actual thickness measurement with the thickness specified at the location where the measurement was made. Such variation will be determined to the nearest 0.01 foot as either excess or deficient thickness. No challenges shall be allowed to be made for any thickness measurements that indicate a thickness that is within 0.05 feet of the design depth. 5 05.5(1)A Thickness Deficiency of 0.05 Foot or Less if no thickness measurements in a primary unit are deficient by more than 0.05 foot, all thickness deficiencies in such unit will be averaged to the nearest 0.01 foot to determine the average thickness deficiency, if any, in that primary unit. For the purpose of determining the average thickness deficiency, an excess thickness variation of more than 0.02 foot will be considered to be 0.02 foot greater than the specified thickness. For each primary unit of pavement which isdeficient in average thickness by not more than 0.05 foot, the Contractor shall pay to the Contracting Agency, or the Contracting Agency may deduct from any moneys due or that may become due the Contractor 54 • under the contract, a sum computed by multiplying the deficiency adjustment from the following table by the unit contract price by the volume of such unit. Average Thickness Deficiency Adjustment Deficiency (feet) (per cubic yard) 0.01 2% 0.02 4% 0.03 9% 0.04 16% 0.05 25% 5- 05.5(1)B Thickness Deficiency of More Than 0.05 Foot • Where a thickness deficiency greater than 0.05 foot is encountered, the Engineer will determine from supplemental thickness measurements the limits of the secondary unit area. Thickness measurements will be made in each panel of pavement adjacent transversely and longitudinally to the panel of the original measurement. This procedure will continue, regardless of unit boundaries, until such secondary unit area is bounded by panels with a thickness deficiency of 0.05 foot or less. Cores taken to isolate the secondary unit will not be used to compute average thickness of the primary unit. Panels are the areas bounded by longitudinal and transverse joints and pavement edges. If longitudinal or transverse joints are eliminated by the Special Provisions, by the Plans, or for any other reasons, the limits of panels will be determined by the Engineer as if such joints had been constructed. The secondary unit area will be made up of entire panels only. The entire panel will be considered to be of the thickness shown by measurement. After the Engineer has determined the limits of the secondary unit area, a further determination will be made whether any panels within this area are usable and may be left in place. Following this determination, the Contractor shall remove and replace at no expense to the Contracting Agency such panels as the Engineer may designate in accordance with the following: If the area to be removed is not bounded by longitudinal or transverse joints, the • Contractor shall saw, at no expense to the Contracting Agency, weakened plane joints at the locations designated by the Engineer. The subgrade shall be lowered to meet the full thickness requirements. The replaced pavement will be tested for thickness by means of additional measurements and will be subject to all of the requirements of the Specifications. Usable panels may be removed and replaced as outlined above at the option of the Contractor, or these panels will be permitted to remain in place, provided that no payment will be made for any panels which are left in place, and that a further penalty will be assessed in the amount of 25 percent of the Contractor's unit bid price for all such panels. The Contracting Agency may deduct such amount from any moneys due or that may become due the Contractor under the Contract. The cost of all thickness measurements made to determine the secondary unit areas, including filling the core holes with concrete, will be deducted at the rate of $150.00 per core from any moneys due or that may become due the Contractor under the Contract. All additional work required and any delay to the Contractor's operations as a result of this Specification shall not be cause for additional pay nor for an extension of time. 55 SECTION 6 -01, GENERAL REQUIREMENTS August 6, 2001 This section heading is revised to read as follows: 6 -01 GENERAL REQUIREMENTS FOR STRUCTURES 6 -01.10 Vacant This section including title is revised to read as follows: 6-01.10 Utilities Supported by or Attached to Bridges Installation of utility pipes and conduit systems ;shall conform to the details shown in the Plans and as specified in the utility agreement between the utility company and the Contracting Agency. All utility pipes and conduit systems supported by or attached to bridge structures shall be labeled with Type I reflective sheeting conforming to Section 9- 28.12, and the following: Label Background Lettering Utility Content Color Color Electrical Power Red Black Gas, Oil, Steam, Petroleum, Yellow Black and other gaseous materials CAN, Telecommunication, Orange Black • Alarm, and Signal Potable Water Blue White Reclaimed Water, Purple White Irrigation, and Slurry Sewer and Storm Drain Green White The purple color background for the label for reclaimed water, irrigation, and slurry, shall be generated by placing transparent film over white reflective material. The purple tint of the transparent film shall match Federal Standard Color 595B No. 37100. Color chips are available from the source specified in Section 9- 08.4(7). The label text shall identify the utility contents and include the emergency one -call phone number 1 -800- 424 -5555. The minimum length of the label color field shall be the longer of either one letter width beyond each end of the label text, or the length specified below: Min. Length of Letter Minimum Pipe Maximum Pipe Label Color Height O.D. (inches) O.D. (inches) Field (inches) (inches) 3/4 1 -1/4 8 1/2 1 -1/2 2 8 3/4 2 -1/2 6 112 1 -1/4 8 10 24 2-1/2 56 12 - 32 3 -1/2 Utility pipes and conduit systems shall be labeled on both sides of each bridge pier, and adjacent to each entrance hatch into a box girder cell. For utility pipes and conduit systems within bridge spans exceeding 300 feet, labels shall also be applied to the utility pipes and conduit systems between the piers at a maximum spacing of 300 feet. The label shall be visible at a normal eye height. 6 -01.12 Final Cleanup The first sentence of the second paragraph is revised to read as follows: The Contractor is advised that after the structure is complete, a representative(s) of the WSDOT Bridge Preservation Office may perform an Inventory Inspection of the structure. SECTION 6 -02, CONCRETE STRUCTURES August 6, 2001 6- 02.3(2) Proportioning Materials The last sentence in the first paragraph is revised to read as follows: Cementitious material shall be the weight of the cement plus fly ash, slag and microsilica. The last sentence in the third paragraph is revised to read as follows: As an alternative to the use of cement and fly ash as separate components, a blended hydraulic cement that meets the requirements of Section 9- 01.2(4) Blended Hydraulic • Cements, may be used. 6- 02.3(2)A Contractor Mix Design In the second paragraph the reference to "AASHTO T 152." is revised to "WAQTC FOP for AASHTO T 152." The last sentence of the first paragraph is revised to read as follows: All other concrete mix designs except those for lean concrete and commercial concrete shall have a minimum cementitious material content of 565 pounds per cubic yard of concrete. 6- 02.3(2)B Commercial Concrete This section is revised to read as follows: Commercial concrete shall have a minimum compressive strength at 28 days of 3000 psi in accordance with AASHTO T 22. Commercial concrete placed above the finished ground line shall be air entrained and have an air content from 4.5 percent to 7.5 percent per • AASHTO T 152. Commercial concrete does not require plant approval, mix design, or source approvals for cement, aggregate, and other admixtures. Where concrete Class 3000 is specified for nonstructural items such as, culvert headwalls, plugging culverts, concrete pipe collars, pipe anchors, monument cases, luminaire bases, pedestals, cabinet bases, guardrail anchors, sign post foundations, fence post footing, sidewalks, curbs, and gutters, the Contractor may use commercial concrete. Commercial concrete shall not be used for structural items such as, bridges, retaining walls, box culverts, or foundations for high mast luminaires, mast arm traffic signals, cantilever signs, and sign bridges. The Engineer may approve other nonstructural items not listed for use as commercial concrete. 6- 02.3(5)A General The fifth paragraph, section 1.a is revised to read as follows: 57 a. The Contractor's test results are obtained from testing cylinders fabricated, handled, and stored for 28 days in accordance with WSDOT FOP for AASHTO T 23 and tested in accordance with WSDOT FOP for AASHTO T 22. The test cylinders shall be the same size cylinders as those cast by the Contracting Agency. The fifth paragraph, section 1.c is revised to read as follows: c. The laboratory performing the tests per WSDOT FOP for AASHTO 'T 22 has an equipment calibration /certification system, and a technician training and evaluation process per AASHTO R -18. Under the fifth paragraph, number 2, the reference to "AASHTO T 22." Is revised to read "WSDOT FOP for AASHTO T 22. ". 6- 02.3(5)5 Certification of Compliance • This section is supplemented with the following: : 9 For commercial concrete the Certificate of Compliance shall include, as a minimum, the batching facility, date, and quantity batched per load. 6- 02.3(5)D Test Methods This section is revised to read as follows: Acceptance testing will be performed by the Contracting Agency in accordance with the WSDOT Materials Manual. The test methods to be used with this specification are: WSDOT FOP for AASHTO Compressive Strength of Test Method T 22 Cylindrical Concrete Specimens WSDOT FOP for AASHTO T 23 Making and Curing Concrete 'nest Specimens in the Field WSDOT FOP for AASHTO Test Method T 119 Slump of Hydraulic Cement Concrete WAQTC FOP for TM 2 Sampling Freshly Mixed Concrete WAQTC FOP for AASHTO T 152 Air Content of Freshly Mixed Concrete by the Pressure Method WSDOT FOP for AASHTO Capping Cylindrical Concrete Test Method T 231 Specimens WSDOT FOP for AASHTO Test Method T 309 Temperature of Freshly Mixed Portland Cement Concrete 6- 02.3(5)G Sampling and Testing Frequency for Temperature, Consistency, and Air Content In the first paragraph, the eighth sentence is revised to read as follows: Loads to be sarnpled will be selected in accordance with the random selection process as outlined in WAQTC FOP for TM 2. 6- 02.3(5)L Concrete With Non- Conforrning Strength In the second paragraph, the reference to " AASHTO T 22." Is revised to read "WSDOT FOP for AASHTO T 22. ". 58 • 6- 02.3(11) Curing Concrete Number 1, in the first paragraph is revised to read as follows: 1. Bridge roadway slabs (except those made of concrete Class 4000D), flat slab bridge superstructures, bridge sidewalks, box culvert tops, roofs of cut and cover tunnels - curing compound covered by white, reflective type sheeting or continuous wet curing. Curing by either method shall be for at least 10 days. 6- 02.3(16)B Preapproved Formwork Plans The last paragraph is deleted. 6- 02.3(17)H Formwork Accessories • The first paragraph is revised to read as follows: Formwork accessories such as form ties, form anchors, form hangers, anchoring inserts, and similar hardware shall be specifically identified in the formwork plans including the name and size of the hardware, manufacturer, safe working load, and factor of safety. The grade of steel shall also be indicated for the threaded rods, coil rods, and similar hardware. Wire form ties and taper ties shall not be used. Welding or clamping formwork accessories to • - Contract Plan reinforcing steel will not be allowed. Driven types of anchorages for fastening forms or form supports to concrete, and Contractor fabricated "J" hooks shall not be used. Field drilling of holes in prestressed girders is not allowed. 6- 02.3(17)M Restricted Overhead Clearance Sign In the last sentence of the second paragraph the reference to "1- 07.23(3)F" is revised to "1- 10.3(3)". 6- 02.3(17)N Removal of Falsework and Forms • The fourth paragraph is revised to read as follows: The Contractor may remove side forms, traffic barrier forms, and pedestrian barrier forms after 24 hours if these forms are made of steel or dense plywood, an approved water reducing additive is used, and the concrete reaches a compressive strength of 1400 psi before form removal. This strength shall be proved by test cylinders made from the last concrete placed into the form. The cylinders shall be cured according to WSDOT FOP for AASHTO T 23. The ninth paragraph is revised to read as follows: All cells of a box girder structure which have permanent access shall have all forms completely removed, including the roadway deck forms. All debris and all projections into the cells shall be removed. Unless otherwise shown in the Plans, the roadway slab interior forms in all other cells where no permanent access is available, may be left in place. 6- 02.3(17)0 Early Concrete Test Cylinder Breaks The second and third paragraphs are revised to read as follows: The concrete cylinders shall be molded in accordance with WSDOT FOP for AASHTO T 23 from concrete last placed in the forms and representative of the quality of concrete placed in that pour. The cylinders shall be cured in accordance with WSDOT FOP for AASHTO T 23. The Engineer may approve the use of cure boxes meeting the requirements of this test method. Special cure boxes to enhance cylinder strength will not be allowed. 59 6- 02.3(20) Grout for Anchor Bolts and Bridge Bearings The second paragraph is revised to read as follows: Grout shall meet the following requirements: Requirement Compressive Strength Test Method WSDOT FOP for AASHTO Test Method T 106 Values 4,000 psi @ 7 days 6- 02.3(25) Prestressed Concrete Girders The fourth paragraph is revised to read as follows: The various types of girders are: Prestressed Concrete Girder — Refers! to prestressed concrete girders including Series W42G, W50G, W58G, W74G, WF74G, W83G, and W95G girders, bulb tee girders, and deck bulb tee girders. Bulb Tee Girder — Refers to a bulb tee girder or a deck bulb tee girder. Deck Bulb Tee Girder — Refers to a bulb tee girder with a top flange designed to support traffic loads (i.e., without a cast -in -place deck), including Series W35DG, W41 DG, W53DG, and W65DG. This type of bulb tee girder is mechanically connected to adjacent girders at the job site. Precast Prestressed Member (PCPS Member) — Refers to a precast prestressed slab or a precast prestressed ribbed section. Except where specific requirements are otherwise specified for these members, precast prestressed members shall conform to all requirements specified for deck bulb tee girders. 6- 02.3(25)A Shop Plans The first sentence of the third paragraph is revised to read as follows: The Contractor may furnish Series W74G and WF74G prestressed concrete girders with minor dimensional differences from those shown in the Plans. The first sentence of the fourth paragraph is revised to read as follows: If the Contractor elects to provide a Series W74G or WF74G girder with an increased web thickness, shop plans along with supporting design calculations shall be submitted to the Engineer for approval prior to girder fabrication. The sixth paragraph is revised to read as follows: The Contractor shall provide five copies of the shop plans to the Engineer for approval. Approval of shop plans means only that the Engineer accepts the methods and materials. Approval does not imply correct dimensions. 6- 02.3(25)B Casting The first paragraph is supplemented with the following: Side forms shall be steel, except that end bulkead forms may be plywood. Interior voids for precast prestressed slabs with voids shall be formed by either wax soaked cardboard or expanded polystyrene forms. The interior void 'forms shall be secured in the position as shown in the Plans and shall remain in place. The fourth paragraph is revised to read as follows: 60 Air- entrainment is not required in the concrete placed into prestressed precast concrete • girders unless otherwise noted. The Contractor shall use air - entrained concrete in the top two inches, minimum, of the roadway deck flange of deck bulb -tee girders and precast prestressed ribbed sections. All concrete for precast prestressed slabs shall be air entrained. Maximum and minimum air content shall be as specified in Section 6- 02.3(2)A. • 6- 02.3(25)E Contractors Control Strength In the third paragraph the first sentence is revised to read as follows: Test cylinders may be cured in a moist room or water tank in accordance with WSDOT FOP • for AASHTO T -23 after the girder concrete has obtained the required release strength. The fifth paragraph is revised to read as follows: If too few cylinders were molded to carry out all required tests on the girder, the Contractor shall remove and test cores from the girder under the surveillance of the Engineer. If the Contractor casts cylinders to represent more than one girder, all girders in that line shall be cored and tested. For precast prestressed members, a test shall consist of four cores measuring 3 inches in diameter by 6 inches in height. Two cores shall be taken from each side of the member and on each side of the member's span midpoint, at locations approved by the Engineer. The core locations for precast prestressed slabs shall be near mid -depth of the slab, within the middle third of the span length, and shall avoid all prestressing strands and steel reinforcing bars. The core locations for precast prestressed ribbed sections shall be immediately beneath the top flange, within the middle third of the span length, and shall avoid all prestressing strands and steel reinforcing bars. For all other prestressed concrete girders, a test shall consist of three cores measuring 3 inches in diameter by the thickness of the web and shall be removed from just below the top flange; one at the midpoint of the girder's length and the other two approximately 3 feet to the left and approximately 3 feet to the right. The cores shall be taken in accordance with AASHTO T 24 and shall be tested in accordance with WSDOT FOP for AASTHO T 22. The Engineer may accept the girder if the average compressive strength of the four cores from the precast prestressed member, or of the three cores from any other prestressed concrete girder, is at least 85 percent of the specified compressive strength with no one core less than 75 percent of specified compressive strength. 6- 02.3(25)H Finishing The first sentence of the fourth paragraph is revised to read as follows: On the deck bulb tee girder section and all precast prestressed members, the Contractor shall test the roadway deck surface portion for flatness. 6- 02.3(25)1 Tolerances The list following the first paragraph is revised to read as follows: • 1. Prestressed Concrete Girder Length (overall): ± 1 /4 inch per 25 feet of beam length, up to a maximum of + 1 inch. 2. Precast Prestressed Member Length (overall): + 1 inch. 3. Width (flanges): + 3/8 inch, - 1 /4 inch. 61 4. Width (narrow web section): + 3/8 inch, -'/4 inch. 5. Width (Precast Prestressed Member): ±'/4 inch. 6. Girder Depth (overall): +1/4 inch. 7. Flange Depth: For I girders: +'/4 inch For deck bulb tee girders +'/4 inch, - 1/8 inch For PCPS members +'/4 inch, - 1/8 inch 8. Strand Position in Prestressed Concrete Girder: + '/„ inch from the center of gravity of an individual strand; ±' /2 inch from the center of gravity of a bundled strand group. 9. Strand Position in Precast Prestressed Member: +'/4 inch from the center of gravity of a bundled strand group and of an individual Strand. 10. Longitudinal Position of the Harping Point: First bundled strand group + 6 inches Second bundled strand group ± 18 inches Third bundled strand group + 30 inches 11. Position of an interior void, vertically and horizontally (Precast Prestressed Slab with voids): + inch. 12. Bearing Recess (center recess to beam end): ±'/4 inch. 13. Beam Ends (deviation from square or designated skew): Horizontal: + %2 inch from web centerline to girder flange Vertical: ± 1/8 inch per foot of beam depth 14. Precast Prestressed Member Ends (deviation from square or designated skew): + '/2 inch. 15. Bearing Area Deviation from Plane (in length or width of bearing): 1/16 inch. 16. Stirrup Reinforcing Spacing: ± 1 inch. 17. Stirrup Projection from Top of Beam: t 3 /4 inch. 18. Mild Steel Concrete Cover: - 1/8 inch, + 3/8 iinch. 19. Offset at Form Joints (deviation from a straight line extending 5 feet on each side of joint): +1/4 inch. 20. Deviation from Design Camber (Precast Prestressed Member): +'/4 inch per ten feet of member length measured at midspan, but not greater than + % inch total. 21. Differential Camber Between Girders in a Span (measured in place at the job site): For I girders: 1/8 inch per 10 feet of beam length (Series W42G, W50G, W58G, W74G, WF74G, W83G, and W95G). 62 • For deck bulb tee girders: Cambers shall be equalized by an approved method when the difference in cambers between • adjacent girders or stages measured at mid- span exceeds 1 /4 inch. For PCPS members: + 1 /4 inch per ten feet of member length measured at midspan, but not greater than + 1 /2 inch total. 22. Position of Inserts for Structural Connections: + 1 inch. 23. Position of Lifting Loops: ± 3 inches longitudinal, + 1 inch transverse. 24. Weld plates for bulb tee girders shall be placed + 1/2 inch longitudinal and + 1/8 inch vertical. 6- 02.3(25)J Horizontal Alignment The third paragraph is supplemented with the following: The maximum deviation of the side of the precast prestressed slab, or the edge of the roadway deck slab of the precast prestressed ribbed section, measured from a chord that extends end to end of the member, shall be + 1/8 inch per ten feet of member length, but not greater than 'A inch total. A final alignment check shall be performed within three days prior to shipment to the jobsite. All precast prestressed members which exceed the specified horizontal alignment tolerance may be subject to rejection. • 6- 02.3(25)L Handling and Storage The first paragraph is revised to read as follows: During handling and storage, each girder shall always be kept plumb and upright, and each precast prestressed member shall always be kept in the horizontal position shown in the Plans. It shall be lifted only by the lifting devices (strand lift loops or high- strength threaded steel bars) at either end. For strand lift loops, a minimum 2 inch diameter straight pin of a shackle shall be used through the loops. For high- strength threaded steel bars, the lifting hardware that connects to the bars shall be designed, detailed, and furnished by the Contractor. Series W42G, W50G, and W58G girders, and Series W74G and WF74G girders up to 145 feet in length, can be picked up at a minimum angle of 60 degrees from the top of the girder. All other prestressed girders shall be picked up within 10 degrees of perpendicular to the top of the girder. The fourth paragraph is revised to read as follows: If girders are to be stored, the Contractor shall place them on a stable foundation that will . keep them in a vertical position. Stored girders shall be supported at the bearing recesses or, if there are no recesses, approximately 18 inches from the girder ends. After prestressing, precast prestressed members shall be supported at points between 1' -0" and 2' -0" from the member ends. For long -term storage of girders with initial horizontal curvature, the Contractor may wedge one side of the bottom flange, tilting the girders to control curvature. If the Contractor elects to set girders out of plumb during storage, the Contractor shall have the proposed method analyzed by the Contractor's engineer to ensure against damaging the girder. 6- 02.3(25)M Shipping The third paragraph is revised to read as follows: 63 No precast prestressed slab or precast prestressed ribbed section shall be shipped for at least three days after concrete placernent. No deck bulb tee girder shall be shipped for at least seven days after concrete placement, except that deck bulb tee girders may be shipped three days after concrete placement when L/(bd) is less than or equal to 5.0, where L equals the shipping length of the girder, b equals the girder top flange width, and d equals the girder depth, all in feet. No precast trapezoidal box or bathtub girder shall be shipped for at least seven days after concrete placement. No other girder shall be shipped for at least - ten days after concrete placement. The table following the fourth paragraph is revised to read as follows: Centerline Support Within Type of Girder This Distance From Either End Precast Prestressed Members 2 feet Series W42G and W5OG and all bulb tee girders 3 feet Series W58G 4 feet Series W74G and WF74G 5 feet Series W83G and W95G 8 feet . The table following the sixth paragraph is revised to read as follows: Maximum Length Not Requiring Type of Girder Bracing for Shipping Series W42G 80 feet Series W5OG 100 feet Series W58G 105 feet All bulb tee girders 120 feet Series W74G and WF74G 130 feet Number 2 under "Criteria for Checking Girder Stresses, etc. ", the unit of measure "ft" is revised to "ksi ". 6 -02.3(25)N Prestressed Concrete Girder Erection The ninth paragraph is supplemented with the following: For precast prestressed concrete slabs, the Contractor shall place the 1 -1/4 inch diameter vertical dowel bars at the top of the pier walls as, shown in the Plans. The Contractor shall either form the hole or core drill the hole following the alternatives shown in the Plans. The portion of the dowel bar in the top of the pier walls shall be set with grout following placement of each precast prestressed slab. The remaining portion of the dowel bar shall be grouted after the weld -ties are connected and the keyways are grouted. • 6- 02.3(25)0 Deck Bulb Tee Girder Flange Connection The following is added after the first paragraph: The concrete diaphragms for deck bulb tee girders shall attain a minimum compressive strength of 2,500 psi before any camber equalizing equipment is removed, and before any other construction equipment or live load is placed on the structure. Section 6- 02.3(26), and sub - sections A through F, are deleted and replaced with the following: 64 6- 02.3(26) Cast -in -Place Prestressed Concrete Unless otherwise shown in the Plans, concrete for cast -in -place prestressed bridge • members shall be Class 4000D in the roadway deck, and Class 4000 at all other locations. Air entrainment shall conform to Sections 6- 02.3(2)A and 6- 02.3(3). The Contractor shall construct supporting falsework in a way that leaves the superstructure free to contract and lift off the falsework during post- tensioning. Forms that will remain inside box girders to support the roadway slab shall, by design, resist girder contraction as little as possible. Before tensioning, the Contractor shall remove all side forms from girders. From this point until 48 hours after grouting the tendons, the Contractor shall keep all construction and other live loads off the superstructure and shall keep the falsework supporting the superstructure in place. Once the prestressing steel is installed, no welds or welding grounds shall be attached to metal forms, structural steel, or reinforcing bars of the structural member. The Contractor shall not stress the strands until all concrete has reached a compressive strength of at least 4,000 psi (or the strength shown in the Plans). This strength shall be measured on concrete test cylinders made of the same concrete cured under the same conditions as the cast -in -place unit. All post- tensioning shall be completed before sidewalks and barriers are placed. 6- 02.3(26)A Shop Drawings Before casting the structural elements, the Contractor shall submit: 1. Seven sets of shop drawings for approval by the Bridge and Structures Engineer. US Postal Service: • Washington State Department of Transportation Bridge and Structures Engineer • Construction Support PO Box 47340 • Olympia, WA 98504 -7340 Fedex: Washington State Department of Transportation Bridge and Structures Engineer Construction Support 4500 3` Avenue SE Lacey, WA 98503 2. Two sets of shop drawings to the Project Engineer. These shop drawings shall show complete details of the methods, materials, and equipment the Contractor proposes to use in prestressing work. The shop drawings shall follow the design conditions shown in the Plans unless the Engineer permits equally effective variations. In addition, the shop drawings shall show: 1. The method and sequence of stressing. 2. Technical data on tendons and steel reinforcement, anchoring devices, anchoring stresses, types of tendon conduit, and all other data on prestressing operations. 65 3. Stress and elongation calculations. Separate stress and elongation calculations shall be submitted for each tendon if the difference in tendon elongations exceeds 2 percent. 4. That tendons in the bridge will be arranged to locate their center of gravity as the Plans require. 5. Details of additional or modified reinforcing steel required by the stressing system. 6. Procedures and lift-off forces at both, ends of the tendon for performing a force verification lift -off in the event of discrepancies between measured and calculated elongations. Couplings or splices will not be permitted in prestressing strands. Couplings or splices in bar tendons are subject to the Engineer's approval. Friction losses used to calculate forces of the post- tensioning steel shall be based on the assumed values used for the design. The assumed anchor set, friction coefficient "p.", and friction wobble coefficient "k" values for design are shown in the Plans. The post- tensioning supplier may revise the assumed anchor set value provided all the stress and force limits listed in Section 6- 02.3(26)E are met. The Contractor shall determine all points of interference between the mild steel reinforcement and the paths of the post - tensioning tendons. Details to resolve interferences shall be submitted with the shop drawings for approval. Where reinforcing bar placement conflicts with post - tensioning tendon placement, the tendon profile shown in the Plans shall be maintained. Mild steel reinforcement for post- tensioning anchorage zones shall not be fabricated until after the post - tensioning shop drawings have been approved by the Engineer. Approval of these shop drawings will mean only that the Engineer considers them to show a reasonable approach in enough detail. Approval will not indicate a check on dimensions. The Contractor may deviate from the approved shop drawings only after obtaining the Engineer's approval of a written request that describes the proposed changes. Approval of a change in method, material, or equipment shall not relieve the Contractor of any responsibility for completing the work successfully. Before physical completion of the project, the Contractor shall provide the Engineer with reproducible originals of the shop drawings (and any approved changes). These shall be clear, suitable for microfilming, and on permanent sheets that measure no smaller than 11 by 17 inches. Alternatively, the shop drawings may be provided in an electronic format with the approval of the Bridge and Structures Engineer. 6 02.3(26)B General Requirements for Anchorages Post - tensioning reinforcement shall be secured at each end by means of an approved anchorage device, which shall not kink, neck down, or otherwise damage the post - tensioning reinforcement. The anchorage assembly shall be grouted to the Engineer's satisfaction. The structure shall be reinforced with steel reinforcing bars in the vicinity of the anchorage device. This reinforcement shall be categorized into two zones. The first or local zone shall be the anchorage region that closely surrounds the specific anchorage device. The second or general zone shall be the portion of the anchorage region more remote from the immediate anchorage device. 66 The steel reinforcing bars required locally for the concrete confinement immediately around the anchorage device (first or local zone) shall be calculated by the post- tensioning system supplier and shall be shown in the shop drawings. The calculations shall be submitted with the shop drawings. The first or local zone steel reinforcing bars shall be furnished and installed by the Contractor, at no additional cost to the Contracting Agency, in addition to the structural reinforcement required by the Plans. The steel reinforcing bars required in the second or general zone shall be as shown in the Plans and are included in the appropriate bid items. The Contractor shall submit details, certified test reports, and /or supporting calculations, as specified below, which verify the structural adequacy of the anchorage devices for approval by the Engineer. This requirement does not apply where the anchorage devices have been previously approved by the Contracting Agency for the same structure configuration. The Contractor shall also submit any necessary changes to the Contract Plans. The test report shall specify all pertinent test data. Dead ended anchorages will not be permitted. Dead ended anchorages are defined as anchorages that cannot be accessed during the stressing operations. Materials and workmanship shall conform to the applicable requirements of Sections 6 -03 and 9 -06. Before installing the anchorage device, the Contractor shall submit to the Engineer a Manufacturer's Certificate of Compliance in accordance with Section 1 -06.3. The Contractor's proposed anchorage devices shall meet the requirements listed in either Sections 6- 02.3(26)C or 6- 02.3(26)D. 6- 02.3(26)C Bearing Type Anchorages Bearing type anchorages shall conform to the following requirements: 1. The allowable bearing stress under P jack prior to seating shall be taken: a. If s = 0 percent then f cpi = 0.5 f (A/A < f b. If s > 2 percent then f = 0.75 f (A/A < 1.5 f c For s between 0 percent and 2 percent the allowable bearing stress may be linearly interpolated. For lightweight concrete the allowable bearing stress shall be reduced by 20 percent. 2. The average concrete bearing stress on the net bearing area at the time of jacking shall not exceed: fbi = Pjack /Anet < fcpi 3. The bending stress in bearing plate at Pjack shall not exceed: f = 3 fbi (n /t) < 0.8f with stiffness n/t < 0.08 (E /f 4. The allowable bearing stress between bearing plate and wedge plate at Po shall not exceed: fsbi < 1.5 f • 67 where: Pack Jacking force, but not less than 80 percent MUTS MUTS Acronym for', Minimum Ultirate Tensile Strength, MUTS is the force equal to the nominal cross sectional area of strand, or bar, times their nominal tensile stress. AUTS Acronym for Actual Ultimate Tensile Strength, measured as a force. a Dimension of distribution area in X direction a Dirnension of distribution area in Y direction A = a a Distribution area within concrete support area b Dimension of bearing plate in X direction b Dimension of bearing plate in Y direction Ab Net bearing area Anet Net bearing plate area after deducting center hole area A = b b Gross bearing area emax , emin Maximum and minimum edge cover of bearing plate in distribution area Compressive' strength of concrete at time of initial stressing f c Permissible concrete compressive strength at time of jacking fb; Average uniform concrete bearing stress under bearing plate prior to seating produced by P ack c Compressive strength of concrete at 28 days f s Bending stress in steel bearing plate f sb; Allowable steel bearing stress under F jack between wedge plate and bearing plate f Yield strength of bearing plate or wedge plate material whichever is lower n Largest distance from outer edge of wedge plate to outer edge of bearing plate • Orthogonal reinforcement ratio in each of directions (vertical and horizontal) expressed as a percentage of distribution area t Thickness of bearing plate 5. The relationship between gross bearing plate area and distribution area shall satisfy the following conditions in the x and y direction: If e min > 0.5 b then a = 2b If emin < 0.5 b then a = (b + 2 emin) but emax < 4 emin 6. For transverse post - tensioning of roadway slabs, the bearing stress shall not exceed 0.9f c at Piack of all strands (before seating) or 3,000 psi at service Toad after all losses. 6- 02.3(26)D Non - Bearing Type Anchorages All anchorages that do not conform to Section 6- 02.3(26)C shall be defined as non - bearing type anchorages. Except as allowed by Section 6- 02.3(26)B, anchorages and post - tensioning systems with non - bearing type anchorages shall be qualified by test. Anchorage Qualification Test A minimum of three successful anchorage, qualification tests are required for each tendon size. The materials for each qualification test shall be taken from different heats. 68 Test Block • The test block shall be a square or rectangular prism, depending on the shape of bearing plate. The test block shall conform to the following: 1. The test block width and depth in each direction shall be three inches plus the smaller of the following: a. Two times the minimum edge distance from the center of the bearing plate to the face of concrete. b. The minimum center -to- center spacing of the bearing plate 2. The length of a test block containing a single anchorage and local zone, loaded in a single machine, shall be at least two times the larger cross - sectional test block dimension. 3. The length of test block with an anchorage and local zone on either end, loaded by stressing a test tendon, shall be at least four times the larger cross- sectional test block dimension. 4. The first or local zone of reinforcement in the test block behind the • anchorage for a distance equal to the largest of the two cross - sectional dimensions of the anchorage shall simulate the actual first or local zone of reinforcement used in the structure. For the remaining length of the • test block, the reinforcement may be increased as required to prevent failure in that portion. 5. The concrete strength at the time of testing shall not exceed either the minimum strength specified for the system at the time of tensioning, nor 85 percent of the 28 -day cylinder strength for normal weight concrete or 70 percent of the 28 -day cylinder strength for lightweight concrete. Test Procedure The test force shall be applied to the wedge plate, or anchor nut, either in a testing • apparatus or through an oversized tendon. The force shall be applied in stages to 40 percent and then to 80 percent of MUTS. At 40 percent MUTS, the force shall be held for 10 minutes to allow inspection for cracks. At 80 percent MUTS, the • force shall be held for one hour. Thereafter the force shall be increased to at least 120 percent MUTS, and then either to failure or to the limit of testing equipment. Acceptance Criteria For forces up to 40 percent MUTS, the width of concrete cracks shall not exceed • 0.002 inch. After holding the force at 80 percent MUTS for one hour, the width of concrete cracks shall not exceed 0.01 inch. The test block shall not fail prior to reaching 120 percent MUTS. Post- Tensioning System Qualification Test A minimum of one successful system qualification test for each tendon size is required for a representative full size tendon embedded in a concrete test block. The test shall establish that all tendon components, including the spiral, orthogonal, and surface steel reinforcing bars in the local zone, perform as required. 69 The test block shall conform to the requirements specified above for the anchorage qualification test. The test procedure shall conform to the requirements specified above for the anchorage qualification test, except as noted. After the test force has been held at 80 percent MUTS for one hour, the force shall be increased to at least 95 percent MUTS. The acceptance criteria shall be as specified above for the anchorage qualification test. Wedge Plate Qualification Test Wedge plates shall meet the following requirements. A minimum of three successful wedge plate tests, each from a different heat, for each tendon size are required: 1. After loading to 95 percent MUTS for the tendon and subsequent force release, the permanent deflection of the wedge plate's top surface shall not exceed 1/600 of clear span. The load test shall be performed with the wedge plate support simulating conditions in the anchorage assembly. The force shall be applied by pulling on a sample tendon using the strand system wedges. 2. The wedge plate shall be tested to static load tests, or to the loading capacity of the testing equipment. The tests shall simulate actual tendon forces applied to the wedges. The failure force shall be at least 120 percent MUTS for the tendon. 6- 02.3(26)E Ducts Ducts shall be round, except that ducts for transverse post - tensioning of bridge deck slabs may be rectangular. Ducts shall conform to the following requirements for internal embedded installation and external exposed installation. Elliptical shaped duct may be used • if approved by the Engineer. Ducts for Internal Embedded Installation For longitudinal tendons, the Contractor shall encase each tendon in a galvanized, ferrous metal duct that is rigid and spiral. For transverse tendons, the Contractor shall encase each tendon in a rigid plastic duct. This duct shall maintain the required profile within a placement tolerance of plus or minus 1/4 inch for longitudinal tendons and plus or minus 1/8 inch for transverse slab tendons during all phases of the work. The ducts shall be completely sealed to keep out all mortar. Each duct shall be located to place the tendon at the center of gravity alignment shown in the Plans. To keep friction losses to a minimum, the Contractor shall install ducts to the exact lines and grades shown in the Plans. Once in place, the ducts shall be tied firmly in position before they are covered with concrete. During concrete placement, the Contractor shall not displace or damage the ducts. The ends of the ducts shall: 1. Permit free movement of anchorage devices, and 2. Remain covered after installation in the forms to keep out all water or debris. The Contractor shall install vents at high points and drains at low points of the tendon profile (and at other places if the Plans require). Vents and drains shall be 1/2 inch minimum diameter standard steel or polyethylene pipe. Vents shall point upward and remain closed until grouting begins. Drains shall point downward and remain open until grouting begins. Ends of steel vents and drains shall be removed 1 inch inside the concrete surface after grouting has been completed; polyethylene vents and drains 70 may be left flush to the surface unless otherwise directed by the Engineer. Conduit • vents are not required for transverse post- tensioning ducts in the roadway slab unless specified in the Plans. Immediately after any concrete placement, the Contractor shall force blasts of oil -free, compressed air through the ducts to break up and remove any mortar inside before it hardens. Before deck concrete is placed, the Contractor shall satisfy the Engineer that ducts are unobstructed and contain nothing that could interfere with tendon installation, tensioning, or grouting. If the tendons are in place, the Contractor shall show that they are free in the duct. In temperatures below 32 F, ducts shall be kept free from water to avoid damage from freezing. Strand tendon duct shall have an inside cross - sectional area large enough to accomplish strand installation and grouting. The area of the duct shall be at least 2.5 times the net area of prestressing steel in the duct. The maximum duct diameter shall be 4 -1/2 inches. The inside diameter of bar tendon duct shall at least be 1/4 inch larger than the bar diameter. At coupler locations the duct diameter shall at least be 1/4 inch larger than the coupler diameter. Ducts installed and cast into concrete prior to prestressing steel installation, shall be capable of withstanding at least 10 feet of concrete fluid pressure. Ducts shall have adequate longitudinal bending stiffness for smooth, wobble free placement. A minimum of three successful duct qualification tests are required for each diameter and type of duct, as follows: 1. Ducts with diameters 2 inches and smaller shall not deflect more than 3 inches under its own weight, when a 10 foot. duct segment is supported at its ends. 2. Ducts larger than 2 inches in diameter shall not deflect more than 3 inches under its own weight, when a 20 foot duct segment is supported at its ends. 3. Duct shall not dent more than 1/8 inch under a concentrated load of 100 pounds applied between corrugations by a #4 steel reinforcing bar. When the duct must be bent in a tight radius, more flexible duct may be used, subject to the Engineer's approval. Ducts for External Exposed Installation Duct shall be high- density polyethylene (HDPE) conforming to ASTM D 3350, including the property values specified in Table X1 for pipe materials PE 3406 and PE 3408. Duct for external tendons, including their splices, shall be water tight, seamless or welded, and be capable of resisting at least 150 -psi grout pressure. Transition couplers between ducts shall conform to either the standard pressure ratings of ASTM D 3505 or the hydrostatic design stresses of ASTM F 714 at 73F. The inside diameter through the coupled length shall not be less than that produced by the dimensional tolerances specified in ASTM D 3505. 71 Workers performing HDPE pipe welding shall have satisfactorily completed a certified HDPE pipe welding course and shall have a minimum of five years experience in welding HDPE pipe. The Contractor shall submit the name and HDPE pipe welding work experiience of each HDPE pipe welder proposed to perform this work in the project. The experience submittal for each HDPE pipe welder shall include: The Engineer may require the HDPE pipe welder to demonstrate test: HDPE pipe welding before receiving final approval. 1. The name of the pipe welder. • 2. The name, date, and location of the certified HDPE pipe welding course, with the course completion certificate. 3. A list of at least three projects in the last five years where the pipe welder performed HDPE pipe welding, including: a. The project name and location, and date of construction. b. The Governmental Agency /Owner. c. The name, address, and phone number of the Governmental Agency /Owner's representative. The Contractor shall not begin HDPE pipe welding operations until receiving the Engineer's approval of the work experience submittal for each HDPE pipe welder performing HDPE pipe welding in the project. Transitions Transitions between ducts and wedge plates shall have adequate length to reduce the angle change effect on the performance of strand -wedge connection, friction loss at the anchorage, and fatigue strength of the post - tensioning reinforcement. 6- 02.3(26)F Prestressing Reinforcement • All prestressing reinforcement strand shall comply with Section 9- 07.10. They shall not be coupled or spliced. Tendon locations shown in the Plans indicate final positions after stressing (unless the Plans say otherwise). No tendon made of 7 wire strands shall contain more than 37 strands of %2 -inch diameter, or more than 27 strands of 0.6 -inch diameter. All prestressing reinforcement bar shall conform to Section 9- 07.11. They shall not be coupled or spliced except as otherwise specified in the Plans or Special Provisions. Prestressing reinforcement not conforming to either Section 9 -07.10 or 9- 07.11 will not be allowed except as otherwise noted. Such reinforcement may be used provided it is specifically allowed by the Plans or Special Provisions, it satisfies all material and performance criteria specified in the Plans or Special Provisions, and receives the Engineer's approval. From the time prestressing reinforcement is manufactured until it is grouted or encased in concrete, the Contractor shall protect it from dirt, grease, rust, corrosives, and all physical damage. The Engineer will reject prestressing reinforcement that shows any sign of damage, rust, or corrosion. If the prestressing reinforcement will not be stressed and grouted for more that ten calendar days after it is placed in the ducts, the Contractor shall place an approved corrosion inhibitor in the ducts. 72 • The feeding ends of the strand tendons shall be equipped with a bullet nosing or similar apparatus to facilitate strand tendon installation. Strand tendons may be installed by pulling or pushing. Any equipment capable to performing the task may be used, provided it does not damage the strands and conforms to • the following: 1. Pulling lines shall have a capacity of at least 2.5 times the dead weight of the • tendons when used for essentially horizontal tendon installation. 2. Metal pushing wheels shall not be used. 3. Bullets for checking duct clearance prior to concreting shall be rigid and be 1/8 inch smaller than the inside diameter of the duct. Bullets for checking duct after concreting shall be less than 1/4 inch smaller than the inside diameter of the duct. 6- 02.3(26)G Tensioning Equipment for tensioning post- tensioning reinforcement shall meet the following requirements: 1. Stressing equipment shall be capable to produce a jacking force of at least 80 percent MUTS of the post- tensioning reinforcement. 2. Jacking force test capacity shall be at least 95 percent MUTS of the post- tensioning reinforcement. 3. Wedge seating methods shall assure uniform seating of wedge segments and uniform wedge seating losses on all strand tendons. • 4. Accumulation of differential seating losses during tensioning cycling shall be prevented by proper devices. 5. Jacks used for stressing tendons less than 20 feet long shall have wedge power seating capability. The Contractor shall not begin to tension the tendons until: 1. All concrete has reached a compressive strength of at least 4,000 psi or the strength specified in the Plans (demonstrated on test cylinders made of the same concrete cured under the same conditions as that in the bridge), and 2. The Engineer is satisfied that all strands are free in the ducts. Tendons shall be tensioned to the values shown in the Plans (or approved shop drawings) with hydraulic jacks. When stressing from both ends of a tendon is specified, it need not be simultaneous unless otherwise specified in the Plans. The jacking sequence shall follow the • approved shop drawings. Each jack shall have a pressure gauge that will determine the load applied to the tendon. The gauge shall display pressure accurately and readably with a dial at least 6 inches in diameter or with a digital display. Each jack and its gauge shall be calibrated as a unit and shall be accompanied by a certified calibration chart. The Contractor shall provide one copy of this chart to the Engineer for use in monitoring. The cylinder extension during calibration shall be in approximately the position it will occupy at final jacking force. 73 All jacks and gauges must be recalibrated and recertified: (1) at least every 180 days, and (2) after any repair or adjustment. The Engineer may use pressure cells to check jacks, gauges, and calibration charts before and during tensioning. These stress limits apply to all tendons (unless the Plans set other limits): 1. Maximum service load after all losses: 80 percent of the specified yield point stress of the steel. 2. Maximum tensile stress during jacking: 80 percent MUTS of the tendon. 3. Maximum initial stress at anchorage after seating: 70 percent MUTS of the tendon. Tendons shall be anchored at initial stresses that will ultimately maintain service loads at least as great as the Plans require. As stated in Section 6- 02.3(26)A, the assumed, design friction coefficient ".t" and wobble coefficient "k" shown in the Plans shall be used to calculate the stressing elongation. These coefficients may be revised by the post - tensioning supplier by the following method provided it is approved by the Engineer: Early in the project, the post - tensioning supplier shall test, in place, two representative tendons of each size and type shown in the Plans, for the purpose of accurately determining the friction loss in a strand and /or bar tendon. The test procedure shall consist of stressing the tendon at an anchor assembly with load cells at the dead end and jacking end. The test specimen shall be tensioned to 80 percent of ultimate in ten increments. For each increment, the gauge pressure, elongation, and load cell force shall be recorded and the data furnished to the Engineer. The theoretical elongations and post- tensioning forces shown on the post - tensioning shop drawings shall be re- evaluated by the post- tensioning supplier using the results of the tests and corrected as necessary. Revisions to the theoretical elongations shall be submitted to the Engineer for evaluation and approval. The apparatus and methods used to perform the tests shall be proposed by the post - tensioning supplier and be subject to the approval of the Engineer. All costs associated with testing and evaluating test data shall be included in the unit contract prices for the applicable items of work involved. As tensioning proceeds, the Engineer will be recording the applied load, tendon elongation, and anchorage seating values. Elongation measurements shall be made at each stressing location to verify that the tendon force has been properly achieved. If proper anchor set has been achieved and the measured elongation of each strand tendon is within plus or minus 7 percent of the approved calculated elongation, the stressed tendon represented by the elongation measurements is acceptable to the Contracting Agency. In the event discrepancies greater than 7 percent exist between the measured and calculated elongations, the jack calibration shall be checked and stressing records reviewed for any evidence of wire or strand breakage. if the jack if properly calibrated and there is no evidence of wire or strand breakage, a force verification lift off shall be performed to verify the force in the tendon. The post - tensioning supplier force verification lift off procedure shall provide access for visual verification of anchor plate lift off. The jacking equipment shall be capable of bridging and lifting off the anchor plate. The tendon is acceptable if the verification lift off force is not less than 99 percent of the approved calculated force nor more 74 than 70 percent of the specified minimum ultimate tensile strength of the prestressing steel or as approved by the Engineer. Elongation measurements shall be recorded for bar tendons to verify proper tensioning only. Acceptance will be by force verification lift off. The bar tendon is acceptable if the verification lift off force is not less than 95 percent nor more than 105 percent of the approved calculated force or as approved by the Engineer. When removing the jacks, the Contractor shall relieve stresses gradually before cutting the prestressing reinforcement. The prestressing strands shall be cut a minimum of 1 inch from the face of the anchorage device. 6- 02.3(26)H Grouting After tensioning the tendons, the Contractor shall again blow oil -free, compressed air through each duct. All drains shall then be closed and the vents opened. Grout caps shall be installed at tendon ends prior to grouting. After completely filling the duct with grout, the • Contractor shall pump the grout from the low end at a pressure of not more than 250 psig, except for transverse tendons in deck slabs the grout pressure shall not exceed 100 psig. Grout shall be continuously wasted through each vent until no more air or water pockets • show. At this point, all vents shall be closed and grouting pressure at the injector held between 100 and 200 psig for at least 10 seconds, except for transverse tendons in deck slabs the grouting pressure shall be held between 50 and 75 psig for at least 10 seconds. The Contractor shall leave all plugs, caps, and valves in place and closed for at least 24 hours after grouting. Grouting equipment shall: 1. Include a pressure gauge with an upper end readout of between 275 and 325 psig; 2. Screen the grout before it enters the pump with an easily reached screen that has clear openings of no more than 0.125 inches; 3. Be gravity fed from an attached, overhead hopper kept partly full during pumping; and 4. Be able to complete the largest tendon on the project in no more than 20 minutes of continuous grouting. • In addition, the Contractor shall have standby equipment (with a separate power source) available for flushing the grout when the regular equipment cannot maintain a one -way flow of grout. This standby equipment shall be able to pump at 250 psig. The grout shall consist of Portland cement, water, and a water reducing admixture and shall be mixed in the following proportions: Portland Cement Type I or II 1 Sack Water 4.5 Gallons Maximum Water Reducing Admixture Manufacturer's Recommendation • Fly Ash (Optional) 20 Pounds Maximum The water reducing admixture shall be limited to AASHTO M 194 Type A or D and shall not • contain ingredients that may corrode steel (that is chlorides, fluorides, sulfates, or nitrates). Fly ash may be used at the option of the Contractor. 75 The Contractor shall proportion the mix to produce a grout with a flow of 15 to 20 seconds as determined by ASTM C 939, Flow of Grout for IPreplaced Aggregate Concrete (Flow Cone Method). The grout ejected from the end vent shall have a minimum flow of 15 seconds. The grout mix shall be injected within 30 minutes after the water is added to the cement. Temperature of the surrounding 'concrete shall be at least 35 F from the time the grout injecting begins until 2 -inch cubes of the grout have a compressive strength of 800 psi. Cubes shall be made in accordance with AASHTO Test Method T -106 and stored in accordance with WSDOT FOP for AASHTO T 23. If ambient conditions are such that the surrounding concrete temperature may fall below 35 F, the Contractor shall provide a heat source and protective covering for the structure to keep the temperature of the surrounding concrete above 35 F. Grout temperature shall not exceed 90 F during mixing and pumping. If conditions are such that the temperature of thej grout mix may exceed 90 F, the Contractor will make necessary provisions, such as cooling the mix water and /or dry ingredients, to ensure that the temperature of the grout mix does not exceed 90 F. 6- 02.3(27) Concrete for Precast Units This section is revised to read as follows: Precast units shall not be removed from forms 'until the concrete has attained a minimum compressive strength of 70 percent of the specified design strength as verified by rebound number determined in accordance with WSDOT FOP for ASTM C 805. Precast units shall not be shipped until the concrete has reached the specified design strength as determined by testing cylinders made from the same concrete as the precast units. The cylinders shall be made, handled, and stored in accordance with WSDOT FOP for AASHTO T 23 and compression tested in accordance with WSDOT FOP for AASHTO Test Method T 22 and WSDOT FOP for AASHTO Test Method T 231. 6- 02.3(28)D Contractors Control Strength In the first paragraph the second sentence is revised to read as follows: The cylinders shall be made, handled, and stored in accordance with WSDOT FOP for AASHTO T 23 and compression tested in accordance with WSDOT FOP for AASHTO Test Method T 22 and WSDOT FOP for AASHTO Test Method T 231. In the fourth paragraph the first sentence is revised to read as follows: Test cylinders may be cured in a moist room or water tank in accordance with WSDOT FOP for AASHTO T -23 after the unit concrete has obtained the required release strength. SECTION 7 -01, DRAINS August 6, 2001 7 -01.3 Construction Requirements The fourth paragraph is deleted. 76 SECTION 7 -08, GENERAL PIPE INSTALLATION REQUIREMENTS February 5, 2001 7- 08.3(2)D Pipe Laying - Steel or Aluminum The second paragraph is revised to read as follows: Aluminum pipe or pipe arch used in concrete shall be painted with two coats of paint. The aluminum pipe to be painted shall be cleaned with solvent to remove contaminants. After cleaning, the pipe shall be painted with two coats of paint conforming to Federal Specification TT -P -645 (primer, paint, zinc chromate, alkyd vehicle). Aluminized steel pipe will not require painting when placed in Controlled Density Fill (CDF) or when in contact concrete head walls. 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 SpaIls 9 -13 8 -01.3 Construction 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. To the degree possible, the Contractor shall coordinate this temporary work with permanent drainage and erosion control work the contract requires. 77 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, erodilble 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). 78 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. Stormwater 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. 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. 79 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 1:he 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. 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. 80 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. • 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 81 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 sl:ringent, 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 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. 82 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. 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 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 build up 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. 83 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 stormwater 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 manufacturerer. External devices may be silt fence or prefabricated units specifically designed for inlet protection having the following features: 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. 84 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 Ibs /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. 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. 85 The wattles shall be installed at the intervals designated by the Engineer. Trench construction and wattle installation shall begin frorn 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 install 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 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 a 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 ii: 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. 86 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 of 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 cleaning 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. 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. 87 "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. "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 itern. 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 Contactor'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: • 88 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 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 89 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. 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 coni:rolled 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. 90 • 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. 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. 91 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). 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. 92 Under no circumstances will planting during freezing weather or in frozen ground be permitted. All planting shall be accomplished during the following periods: 1. Nonirrigated 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. 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 93 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. 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. 94 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. 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. 95 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, rernoval 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 management 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. • 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. 96 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 excavating, 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. 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: 97 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. "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: 98 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. • SECTION 9 -00, DEFINITIONS AND TESTS June 26, 2000 • 9 -00.4 Sieve Analysis of Aggregates This section is revised to read as follows: Sieve analysis for acceptance of aggregate gradation shall be performed by procedures described in the WAQTC FOP for AASHTO T 27/11. 9 -00.8 Sand Equivalent This section is revised to read as follows: The sand equivalent will be the average of duplicate determinations from a single sample. The sand equivalent sample will be prepared in accordance with the WSDOT Field Operating Procedure (FOP) for AASHTO T 176, Alternate Method 2, the pre -wet condition. 9 -00.9 Field Test Procedures This section is revised to read as follows: Field test procedures may be either a WSDOT procedure or a Field Operating Procedure (FOP) for an AASHTO, ASTM, or WAQTC test procedure. A Field Operating Procedure is a technically equivalent abridged version of an AASHTO, ASTM, or WAQTC test procedure for use in field conditions. SECTION 9 -01, PORTLAND CEMENT August 6, 2001 9- 01.2(4) Blended Hydraulic Cement This section is revised to read as follows: Blended hydraulic cement shall be either Type IP (MS), Type I (SM) (MS) or Type I (PM) (MS) cement conforming to AASHTO M 240 with the additional requirements that the use of portland blast furnace slag cement and pozzolans other than fly ash are not allowed in Type IP (MS) and Type I (PM) (MS) cement and that the maximum amount of fly ash in Type IP (MS) is limited to 25 percent by weight of the cementitious material, except when required for the mitigation of Alkali Silica Reactivity. The source of the fly ash or slag, as well as the weight of fly ash or slag shall be certified on the cement mill test certificate and shall be • reported as a percent by weight of the total cementitious material. The fly ash or slag constituent content in the finished cement will not vary more than plus or minus 5 percent by weight of the finished cement from the certified value. Fly ash shall meet the requirements of Section 9 -23.9 of these Standard Specifications. 99 Slag used in blended cements will be Ground Granulated Blast Furnace Slag. Ground granulated blast furnace slag shall meet the requirements of AASHTO M 302, Grade 100 or Grade 120. The grade of the ground granulated blast furnace slag, the source, and type of manufacturing facility shall be certified on the cement mill test certificate. SECTION 9 -02, BITUMINOUS MATERIALS August 13, 2001 9- 02.1(1) Vacant This section is revised to read as follows: 9- 02.1(1) Test Methods The following WSDOT test methods have been converted to the listed AASHTO test methods. WSDOT AASHTO Test Test Characteristics Method Methods Penetration 201 T 49 Kinematic Viscosity 202 T 201 Absolute viscosity 203 T 202 Cleveland Open Cup 206 T 48 Tag Open Cup 207 T 79 RTFC Procedure 208 T 240 Distillation 211 T 78 Emulsified Asphalts 212 T 59 Ductility 213 T 51 . Solubility 214 T 44 Water Content 217 T 55 9- 02.1(4) Asphalt Cements This section is revised to read as follows: Asphalt cement meeting the requirements of AASHTO MP1 of the grades specified in the contract shall be used in the production of asphalt concrete pavement. 9- 02.1(4)A Paving Asphalt This section including title is revised to read as follows: 9- 02.1(4)A Vacant 9- 02.1(4)B Modified Paving Asphalt This section including title is revised to read as follows: 9- 02.1(4)B Vacant 9- 02.1(5) Recycling Agent This section including title is revised to read: 9- 02.1(5) Vacant 9- 02.1(8) Hot Melt Traffic Button Adhesive This section is revised to read as follows: The bitumen adhesive material shall conform to the following requirements: 100 Test • Specification Method Requirement Flash Point, COC F AASHTO T 48 550 Min. Softening Point, F AASHTO T 53 200 Min. Brookfield Viscosity, 400 F ASTM D 2196 7,500 cP, Max. Penetration, 100g, 5 sec, 77 F AASHTO T 49 10 -20 dmm Filler Content, % by weight (Insoluble in 1,1,1 Trichloroethane) ASTM D 2371 50 -75 Filler material shall be calcium carbonate and shall conform to the following fineness: Sieve Size Percent Passing • No. 100 100 • No. 200 95 No. 325 75 Hot melt bitumen adhesive shall develop bond pull -off strength greater than 100 psi between 0 F and 120 F. 9- 02.2(1) Certification of Shipment The second paragraph is revised to read as follows: The Bill of Lading shall be supplied at the time of shipment of each truck load, truck and trailer, or other lot of asphalt. In addition to the copies the Contractor requires, one copy of the Bill of Lading including the Certification Statement shall be sent with the shipment for • agency use. This section is supplemented with the following: Polymerized Cationic Emulsified Asphalt CRS -2P The asphalt CRS -2P shall be a polymerized cationic emulsified asphalt. The polymer shall be milled into the asphalt or emulsion during the manufacturing of the emulsion. The asphalt • CRS -2P shall meet the following specifications: AASHTO Test Specifications Method Minimum Maximum • Viscosity @122 °F, SFS T 59 100 400 Storage Stability 1 day % T 59 - - -- 1 Demulsibility 35 ml. • 0.8 % Dioctyl Sodium Sulfosuccinate T 59 40 - - -- Particle Charge T 59 positive - - -- Sieve Test % T 59 - - -- 0.30 Distillation Oil distillate by • vol. of emulsion % T 59 (Note 1) 0 3 Residue T 59 65 - - -- Test on the Residue from distillation Penetration @77 °F T 49 100 250 101 Torsional Recovery % (Note 2) 18 or Toughness/Tenacity in -Ibs (Note 3) 50/25 Note: 1. Distillation modified to use 300 grams of emulsion heated to 350 °F ± 9 °F and maintained for 20 minutes. 2. The Torsional Recovery test shall be conducted according to the California Department of Transportation Test Method No. 332. 3. Benson method of toughness and tenacity; Scott tester, inch - pounds at 77 °F, 20 in. per minute pull. Tension head 7/8 in. diameter. At the option of the supplier the Benson Toughness/Tenacity test can be used in lieu of Torsional Recovery based on type of modifier used. if the Benson Toughness/Tenacity • method is used for acceptance the supplier must supply all test data verifying specification conformance. 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 Tess 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.) 102 Opal 0.5% (max.) Natural volcanic glass 3.0% (max.) 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 TM1 ". 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 103 that 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) Propertions 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 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: 104 . • 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 U.S. No. 4 5 max. U.S. No. 100 0 -2 % Fracture 75 min. 105 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. 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 wails is revised to read as follows: 106 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 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 -100 107 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 rnore 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 U.S. No. 40 30 max. U.S. No. 200 7.0 rnax. 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: 108 Sieve Size Percent Passing 6" square'' 2 1 00 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 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 802 109 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 -04, JOINT AND CRACK SEALING MATERIALS April 30, 2001 9 -04.5 Flexible Plastic Gaskets This section is revised to read as follows: The gasket material shall be produced from blends of refined hydro - carbon resins and plasticizing materials reinforced with inert mineral filler and shall contain no solvents. It shall not depend on oxidizing, evaporating, or chemical action for adhesive or cohesive strength. It shall be supplied in extruded rope -form of such cross - section and size as to adequately fill spaces between the precast sections. The gasket material shall be protected by a suitable removable two -piece wrapper so designed as to permit removing one half, longitudinally, without disturbing the other. Its composition and properties shall conform to those set forth below. Test Method Min. Max. Bitumen (Petroleum plastic content ASTM D 4 50 70 Ash -inert Mineral Matter AASHTO T 11 30 50 Penetration ASTM D 217 32 F (300gm) 60 sec 75 - -- 77 F (150gm) 5 sec 50 120 115 F (150gm) 5 sec - -- 150 Softening Point AASHTO T 53 320 F - -- Specific Gravity at 77 F AASHTO T 229 1.20 1.35 Weight per gallon, Ib. 10.0 11.3 Ductility at 77 F (cm) ASTM D 113 5.0 - -- Flash Point COC, F AASHTO T 73 600 - -- Fire Point COC, F AASHTO T 48 625 - -- Volatile Matter AASHTO T 47 - -- 2.0 9 -04.10 Crack Sealing - Rubberized Asphalt This section is revised to read as follows: Crack sealing material shall meet the requirements of Section 9- 04.2(1), except no bond test is required. 110 9 -04.11 Butyl Rubber This section is revised to read as follows: Butyl rubber shall conform to ASTM D 2000, M1 BG 610. if the Engineer determines that the butyl rubber is utilized in an area that will not be exposed to petroleum products, it shall conform to ASTM D 2000, M1 BA 610. SECTION 9 -05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS April 30, 2001 9 -05.16 Grate Inlets and Drop Inlets The first paragraph is revised to read as follows: Steel in grates, angles, and anchors for grate inlets shall conform to ASTM A 36, except structural tube shall conform to ASTM A 500, Grade B. After fabrication, the steel shall be galvanized in accordance with AASHTO M 111, or galvanized with a hot - sprayed (plasma flame applied) 6 mil minimum thickness zinc coating. The second paragraph is revised to read as follows: Steel grating shall be fabricated by weld connections. Welds, welding procedures, and welding materials shall conform with the AWS D1.1, latest edition, Structural Welding Code. 9 -05.18 Safety Bars for Culvert Pipe This section is revised to read as follows: Steel pipe used as safety bars and steel pipe used as sockets shall conform to ASTM A 53, Grade B. Steel tubing used as safety bars shall conform to ASTM A 500, Grade B. Steel plate shall conform to ASTM A 36. All parts shall be galvanized after fabrication in accordance with AASHTO M 111. • SECTION 9 -06, STRUCTURAL STEEL AND RELATED MATERIALS April 30, 2001 9 -06.1 Structural Carbon Steel • This section is revised to read as follows: Structural carbon steel shall conform to AASHTO M 270, Grade 36, except as otherwise noted. 9 -06.2 Structural Low Alloy Steel This section is revised to read as follows: Structural low alloy steel shall conform to AASHTO M 270, Grade 50 or 50W as specified in the Plans or Special Provisions, except as otherwise noted. 9 -06.3 Structural High Strength Steel This section is revised to read as follows: Structural high strength steel shall be high yield strength, quenched and tempered structural steel conforming to AASHTO M 270, Grades 70W, 100, or 100W as specified in the Plans or Special Provisions, except as otherwise noted. 111 9- 06.5(4) Anchor (Bolts In the second paragraph the third sentence is revised to read as follows: Nuts for AASHTO M 164 black anchor bolts shall conform to AASHTO M 291, Grade C, C3, DH, and DH 3 or AASHTO M 292, Grade 2H. 9 -06.16 Roadside Sign Structures In the first sentence of the first paragraph, the reference to "coupling bolts" is revised to "coupling bolts ". The third and fourth paragraphs are revised to read as follows: Posts for multiple post sign structures shall conform to ASTM A 36. Posts conforming to either ASTM A 588 or ASTM A 572 Grade 50 may be used as an acceptable alternate to the ASTM A 36 posts. All steel not otherwise specified shall conform to ASTM A 36. Triangular base stiffeners for one - directional multi -post sign posts shall conform to either ASTM A 588 or ASTM A 572 , Grade 50. The sixth paragraph is revised to read as follows: Base connectors for multiple directional steel breakaway posts shall conform to the following: Brackets Aluminum Alloy 6061 -T6 Bosses for Type 2B Brackets ASTM A 582 Anchor Ferrules Type 304 stainless steel for threaded portion. AISI 1038 steel rod and AISI 1008 coil for cage portion. The eighth paragraph is revised to read as follows: For multi - directional breakaway base connectors, shims shall conform to ASTM A 653, SS Grade 33, Coating Designation G 165. For one-directional breakaway base connectors, single post or multi -post, shims shall be fabricated conforming to ASTM B 36. 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: 112 The 6 -inch channel rails and splice plates shall conform to ASTM A 36. All fabrication shall • be complete before galvanizing. 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. • 113 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. SECTION 9 -23, CONCRETE CURING MATERIALS AND ADMIXTURES June 26, 2000 9 -23.9 Fly Ash The reference to "Table 2" is revised to "Table 1A". SECTION 9 -25, WATER June 26, 2000 9 -25.1 Water for Concrete This section is revised to read as follows: Water for mortar or concrete shall be clear and apparently clean. If the water contains substances that cause discoloration, unusual or objectionable smell or taste, or other suspicious content, the Engineer may require the Contractor to provide test results documenting that the water meets the physical test requirements and chemical limits described in ASTM C94M Section 5.1.3, Tables 2 and 3. Water from mixer washout operations may be used in concrete provided it meets or exceeds the above criteria as well as the following additional requirements: 1. Concrete with water from mixer washout operations shall not be used in bridge roadway deck slabs, flat slab bridge superstructures, modified concrete overlays, or prestressed concrete. 2. Specific Gravity shall not exceed 1.07. 3. Alkalies, expressed as [Na2O +0.658 K2O], shall not exceed 600 ppm. 4. Shall be free of coloring agents. 5. If the wash water contains admixtures from different manufacturers, the Contractor shall provide evidence that the combination of admixtures are compatible and do not adversely affect the air void system of the hardened concrete as per Section • 6- 02.3(3). 114 6. All tests to verify that the physical and chemical requirements are met, shall be conducted on the following schedule: a. The physical requirements shall be tested on weekly intervals for four weeks and thereafter on monthly intervals. b. The chemical requirements shall be tested on monthly intervals. c. The specific gravity shall be determined daily in accordance with ASTM D 1429, Test Method D. The Contractor shall use the services of a Laboratory that has a equipment calibration/ verification system, and a technician training and evaluation process per AASHTO R -18 to conduct all tests. The laboratory shall use testing equipment that has been calibrated/ verified at least once within the past 12 months to meet the requirements of each test procedure in accordance with the appropriate section of AASHTO R -18. Documentation of tester qualifications and equipment verification records shall be maintained and available for review by the Contracting Agency upon request. Agency reviews of the laboratory facility, testing equipment, personnel, and all qualification, calibration, and verification records will be conducted at the Contracting Agency's discretion. 115 CONTRACT PROVISIONS Special Provisions Required Contract Provisions -FHWA Form 1273 Contract Form Performance Bond Form Informational Certificate of Insurance Informational Additional Insured Endorsement Minimum Wage Affidavit Form SPECIAL PROVISION 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), including the Division 1 APWA SUPPLEMENT, Section 1 - 99, which is made a part of this contract, and the foregoing Amendments to the Standard Specifications. DIVISION 1 - GENERAL REQUIREMENTS DESCRIPTION OF WORK PROJECT DESCRIPTION This project consists of furnishing all labor, materials and equipment required to construct complete facilities for pedestrian pathways at several locations within the City of Yakima. This project is broken down into sub - projects each with specific construction requirements and locations. The potential Contractor shall bid on the entire content as one project. The work includes but is not limited to: grading, roadway excavation for the pathways; paving the pathways; landscaping with hydro- seeding for lawns; preparing the design, furnishing the materials, and installing automatic controlled irrigation systems; chain link fencing; trimming existing trees and shrubs under the guidance of a City of Yakima Staff Arborist; installing concrete sidewalks and curbing; demolition of a concrete irrigation raceway and screening channel; demolition of a small bridge; and miscellaneous safety devices and comfort items. All in accordance with the Plans and Specifications as prepared by the City Engineer of the City of Yakima. Following is are the descriptions of the work that is unique to each sub - project: Sub- project 1753 Powerhouse Path - Chesterly Park: This pathway is located within and adjacent to Chesterly Park at N. 40 Ave. and Powerhouse Road. Work on this pathway will include grading and roadway excavation for the pathway; construction of approximately 2300 feet of asphalt concrete pavement approximately 12 feet in width; construction of approximately 80 feet of concrete sidewalk approximately 9e5 feet in width; and installing a handicap access in existing curb and gutter. Sub - project 1904 N. 34 Ave. Sidewalk Connector (Powerhouse) This is a sidewalk connector to the existing Pedestrian Pathway adjacent to Powerhouse Road approximately 280 feet to the north. The work will include constructing approximately 265 feet of five -foot wide concrete sidewalk and approximately 200 feet of concrete curb and gutter along the west side of N. 34 • Ave. to connect between the existing sidewalk and curb and gutter on the south and the existing pathway on the north. Included in the work is construction of a Type 3 Reinforced Concrete Retaining wall together with concrete steps; extending the existing irrigation siphon with 40 linear feet of Class III 42" RCP; removal and replacement of a concrete irrigation weir box and related piping, valves and service connections; demolition of an existing bridge deck including wing walls and guardrails; and miscellaneous irrigation system repairs and installation, and asphalt patching. 117 Sub - project 1905 Englewood Ave. to Robertson School (Powerhouse - Lincoln) • This pathway follows adjacent to the Powerhouse Canal between Englewood Ave. and Lincoln Ave. Work on this pathway will include grading and roadway excavation for the pathway; construction of approximately 1500 feet of asphalt concrete pavement approximately 12 feet in width; installation of an automatic controlled irrigation system; hydro - seeding for lawn; installation of 4 foot high chain • link fencing along the canal right of way line where required on the private property side of the canal; and installation of miscellaneous safety devices and comfort items. Sub - protect 1938 Robertson School to N. 24 Ave. (Powerhouse) • This pathway is a continuation of the pathway of Sub- project 1905 following and adjacent to the Powerhouse Canal from Robertson School to the intersection of Powerhouse Road, N. 24 Ave. and Lincoln Ave. Work on this pathway will include demolition of and filling in the concrete irrigation raceway and screening channel located on the north side of the existing irrigation pump station; grading and roadway excavation for the pathway; construction of approximately 1800 feet of asphalt concrete pavement approximately 12 feet in width together with a 12 -inch wide gravel buffer shoulder on both sides of the new pathway; and installation of miscellaneous safety devices and comfort items. This section of i:he project will include trimming and cleanup of existing trees and shrubs under the guidance of a City of Yakima Staff Arborist. Sub- project 1937 Fruitvale Canal: N. 16 Ave. to N. 20 Ave. This pathway follows adjacent to the Powerhouse Canal between N. 16 Ave. and N. 20 Ave. Work on this pathway will include grading and roadway excavation for the pathway; construction of approximately 1700 feet of asphalt concrete pavement approximately 12 feet in width together with a 12 -inch wide gravel buffer shoulder on both sides of the new pathway; installation of 4 foot high chain link fencing along the canal right of way lines as needed; and installation of miscellaneous safety devices and comfort items. Sub - project 1903 Swan /N. 16 Ave. Corridor (Powerhouse) This pathway is a continuation of the pathway of Sub- project 1937 following and adjacent to the Powerhouse Canal from N. 16 Ave. to Swan Ave. Work on this pathway will include grading and roadway excavation for the pathway; construction of approximately 1200 feet of asphalt concrete pavement approximately 12 feet in width together with a 12 -inch wide gravel buffer shoulder on the west side of the new pathway; installation of an automatic controlled irrigation system; hydro - seeding for lawn; installation of 4 foot high chain link fencing along the canal right of way lines as needed; and installation of miscellaneous safety devices and comfort items. All of the areas to be landscaped will require installation of topsoil as needed. Soil for embankment and general fill will be required at several locations. These items are delineated on the plans. The plans also identify and locate the miscellaneous safety devices and comfort items. 118 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 This section is supplemented with the following: A pre -bid conference will be held at Yakima City Hall CED Conference room, second floor, 129 N. 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 -02.6 Preparation Of Proposal Section 1 -02.6 is supplemented with the following: (September 5, 1995) On this project, the bidder will not be required to submit with the bid a list of: 1. Subcontractors, and 2. The work the subcontractors will perform. 1 -02.12 Public Opening Of Proposal Section 1 -02.12 is supplemented with the following: • Date Of Opening Bids Sealed bids are to be received at the following location prior to the time Specified: At the City Clerk's Office, City of Yakima, 129 N. 2 Street, Yakima, Washington 98901 The bid opening date for this project is Bids received will be publicly opened and read after 2:00 P. M. on this date. • 1 -02.15 Pre -Award Information The section is supplemented with the following: 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 MBE's and WBE's 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. 119 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 irnmediately follows this Special Provision Section 1 -02. • • 120 • 1 of 4 MBE/WBE FORM - 5195 Date: To: City of Yakima, Engineering Division 129 No. 2nd Street Yakima, WA 98901 Attn: Mr. K. Wendell Adams, P.E., City Engineer Re: Pathway & Sidewalk Enhancement Projects City Project No's. 1753, 1879,1903, 1904, 1905, 1937, 1938 We are submitting the following information and documentation regarding Minority and Women Work Force Utilization and Women and Minority Business Enterprises as defined under Section 1- 02.15, Pre -Award Information of the Special Provisions. 7. A. Identify the MBEs or WBE's used to fulfill the City's WMBE goal of 10 %. Name of MBE/WBE Certification No. Bid items above MBE/WBE will accomplish Percent of bid items to total bid (without sales tax): . % Name of MBE/WBE Certification No. Bid items above MBE/WBE will accomplish Percent of bid items to total bid (without sales tax): . % Total percent of MBE/WBE bid items in project (without sales tax): % • 121 2 of 4 MBE/VV/BE FORM - 5/95 (If total percent of MBE/WBE bid 'terns in project are not at or above the City's goal of 10% provide the information and documentation requested in section 7. B.) 7. B. Identify the MBE's or WBE's contacted for subcontractor work: 7. B. 1. Name of MBE/WBE Certification No. Contact Person: Phone Number: Bid items above MBE/WBE was requested to quote: Reasons for not electing: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 2. Name of MBE/WBE Certification No. Bid items above MBE/WBE was requested to quote: 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 electing: —` Documentation regarding MBEMBE contact is attached: YES NO 122 3 of 4 MBE/WBE FORM - 5/95 7. B. 4. Name of BE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not electing: Documentation regarding MBE/WBE contact is attached: YES NO 7. B. 5. Name of BE/WBE Certification No. Bid items above MBE/WBE was requested to quote: Reasons for not electing: Documentation regarding MBE/WBE contact is attached: YES NO 8. Identify the subcontractors with the percentage of work they will do. Subcontractor Name Percent of Work 123 4 of 4 MBENVBE FORM - 5/95 9. Furnish an Affirmative Action profile, by ethnic category, on the • subcontractor's employees proposed to be utilized to do the subcontract work. Subcontractor Name: Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White Subcontractor Name: Ethnic Category Number of Employees Black Hispanic American Indian or Alaskan Native • Asian or Pacific Islander Other: _ White 10. Furnish an Affirmative Action profile, by ethnic category, on the bidders employees proposed to be utilized to do the contract work. Ethnic Category Nurnber of Employees Black Hispanic American Indian or Alaskan Native Asian or Pacific Islander Other: White - (Contractor) _ By: • 124 1 -03 AWARD AND EXECUTION OF CONTRACT 1 -03.4 Contract Bond Add the following: The bond shall further indemnify and hold the City of Yakima, its agents, employees, and elected or appointed officials, harmless from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after final acceptance by the City. 1 -04 SCOPE OF WORK 1 -04.4 Changes 1- 04.4(1) Minor Changes Delete this supplement section 1 -04.11 Final Cleanup Supplement this section with the following: The Contractor shall do partial cleanup when he determines it is necessary or when, in • the opinion of the Engineer, partial cleanup shall be done for public safety. The cleanup • work shall be done immediately upon notification from the Engineer and other work shall not proceed until the partial cleanup is accomplished. 1 -05 CONTROL OF WORK 1 -05.4 Conformity with and Deviations from Plans and Stakes (APWA Only) 1- 05.4(1) Roadway and Utility Surveys (APWA Only) • Revise this section to read: The Engineer will establish one time only, vertical and horizontal construction control and • base lines. The Contractor shall be responsible for all construction staking including offset points and grade that the Engineer deems necessary for completion of the work. All associated costs will be incidental to other bid items. 1 -06 CONTROL OF MATERIAL 1 -06.2 Acceptance of Materials Foreign Made Materials Section 1 -06 is supplemented with the following: • (March 13, 1995) The major quantities of steel and iron construction material that is permanently incorporated into the project shall consist of American -made materials only. The Contractor may utilize minor amounts of foreign steel and iron in this project provided • the cost of the foreign material used does not exceed one -tenth of one percent of the total contract cost or $2,500.00 , whichever is greater. 125 American -made material is defined as material having all manufacturing processes occur in the United States. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products. a. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items cornprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The certification shall be on DOT Form 350 -109 provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350 -109. 1- 06.2(1) Samples and Tests for Acceptance Supplement this section with the following: All testing shall be done by a materials testing laboratory chosen and employed by the City of Yakima. The initial tests will be at the expense of the City of Yakima. Subsequent tests if required due to test failure shall be at the expense of the Contractor. The following testing frequencies shall apply to this project. The testing frequencies may be modified to assure compliance with the specifications. In each case, the Engineer may require additional tests be performed at the Contractor's expense, if test results do not meet the required densities and results. Trench Backfillinq Compaction tests shall be taken at a frequency and at depths sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for each 100 linear feet of main pipeline trench and one (1) test for each street crossing. At alternating 100 -foot locations along the main trench line, tests shall be taken at 1 -foot, 2 -foot and 3 -foot depths below finish grade. Compaction shall conform to Section 7- 08.3(3) or 7- 10.3(11) as applicable to the pipeline being constructed. At a minimum, compaction within the roadway area shall be to at least 95% of maximum density as determined by ASTM D 1557 (Modified Proctor). 126 Embankment Construction Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5000 square feet of surface area for each lift of roadway embankment. Roadway embankment compaction shall be as specified in Section 2- 03.3(14). Subgrade Preparation Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5,000 square feet of surface area for each lift of roadway subgrade. Subgrade compaction shall be as specified in Section 2- 06.3(2). Ballast and Crushed Surfacing Compaction tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compation test shall be taken for every 5,000 square feet of surface area for each lift of ballast or crushed surfacing. Compaction of ballast and crushed surfacing shall be as specified in Section 4- 04.3(5). Asphalt Concrete Pavement Copies of the maximum Rice density test for each class of asphalt concrete pavement and copies of all test results shall be provided to the Engineer as construction progresses. Density tests shall be taken at a frequency sufficient to document that the required density has been achieved. At a minimum, one (1) compaction test shall be taken for every 5000 square feet of surface area for each lift of asphalt concrete pavement. • Compaction of asphalt concrete pavement shall be as specified in Section 5- 04.3(10)B of these Special Provisions. 127 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws To Be Observed Section 1 -07.1 is supplemented with the following: (May 28, 1996) Prevention Of Environmental Pollution And Preservation Of Public Natural Resources • The Contractor shall comply with the following environmental provisions which are made a part of the contract documents. A copy of the environmental provisions are available to the Contractor at the Project Engineer's office. If the Contractor's operations involve work outside the areas covered by the following environmental provisions, the Contractor shall advise the Engineer and request a list of all additional environmental provisions covering the area involved. A copy of all additional environmental provisions is also available to the Contractor at the Project Engineer's office. Regulations of Yakima County Clean Air Authority 1-07.2 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 pay Sales tax. The provisions of Section 1- 07.2(1) apply. • 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: The local air pollution authority is the Yakima County Clean Air Authority, (509) 574 -1410. 1 -07.6 Permits And Licenses Section 1 -07.6 is supplemented with the following: (March 13, 1995) No hydraulic permits are required for this project unless the Contractor's operations use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the State or materials from gravel or sand bars, or from stream beds. Supplement this section with the following: The Contractor shall have or obtain a valid City of Yakima Business license for the duration of this project. 128 1 -07.9 Wages 1- 07.9(1) General Section 1- 07.9(1) is supplemented with the following: (March 2, 2001) The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No. WA010001. 1 -07.11 Requirements For Non - discrimination Section 1 -07.11 is supplemented with the following: Equal Employment Opportunity Responsibilities (March 6, 2000) Requirement For Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. • 2. The goals and timetables for minority and female participation set by the Office of Federal Contract Compliance Programs, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) 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. 129 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 Skarnania; WA Walhkiakum. 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 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 112461 1. As used in these specifications: a. Covered Area means the geographical area described in the solicitation from which this contract resulted; • 130 b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941; d. Minority includes: (1) Black, a person having origins in any of the Black Racial Groups of Africa. (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cuban, Central American, South American, or other Spanish origin. (3) Asian or Pacific Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and Samoa. (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of North America, and who maintain cultural identification through tribal affiliation or community recognition. 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which • contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60 -4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate • their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. • The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographical areas where 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. 131 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 rnust be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment • opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its action. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation • to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and fennale 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 herefore, 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. • 132 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 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. 133 o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor - union, contractor - community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work -force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal' employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non- minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60 -4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, 134 telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). (August 6, 2001) Disadvantaged Business Enterprise (DBE) Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR part 26 apply to this contract. The requirements of this contract are to report what is accomplished to enable the Contracting Agency to track achievement. No preference will be included in the evaluation of bids /proposals, no minimum level of DBE participation shall be required as a condition for receiving an award and bids /proposals will not be rejected or considered non - responsive on that basis. DBE Goals No DBE goals have been assigned as a part of this contract. Affirmative Efforts to Increase DBE Participation Contractors are encouraged to: 1. Advertise opportunities for Subcontractors or suppliers in a manner reasonably designed to provide DBEs capable of performing the work with timely notice of such opportunities. All advertisements should include a provision encouraging participation by DBE firms and may be done through • general advertisements (e.g., newspapers, journals, etc.) or by soliciting bids /proposals directly from DBEs. • 2. Utilize the services of available minority community organizations, minority Contractor groups, local minority assistance offices and organizations that provide assistance in the recruitment and placement of DBEs and other small businesses. In addition, The Office of Minority and Women's Business Enterprises has three DBE Supportive Services Offices available to assist you as follows: Olympia: (360) 753 -9693, (Fax) (360) 586 -7079 • Seattle: (206) 553 -7356, (Fax) (206) 553 -0194 Wenatchee: (509) 665 -3528, (Fax) (509) 665 -3533 3. Establish delivery schedules, where requirements of the contract allow, that • encourage participation by DBEs and other small businesses. 4. Achieve DBE attainment through joint ventures. DBE Eligibility (for reporting purposes only) Definition of DBEs DBE status is designated by: 135 The current list of firms accepted as certified by the Office of Minority and Women's Business Enterprises (OMWBE.) A list of firms accepted as certified by OMWBE is available from that office at (360) 704 -1180 or on line through their web site at (www.wsdot.wa.gov /omwbe /). DBE Participation When a DBE participates in a contract, only the value of the work actually performed by the DBE will be counted. 1. Count the entire amount of the portion of the contract that is performed by the DBE's own forces. Include the cost of supplies and materials obtained by the DBE for the work of the contract. Include supplies purchased or equipment leased by the DBE. Exclude supplies and equipment the DBE Subcontractor purchases or leases from the Contractor or its affiliate. 2. Count the entire amount of fees or commissions charged by a DBE firm for providing a bona fide service, such as professional, technical, consultant, or managerial services, or for providing bonds or insurance, provided the fees are reasonable. 3. When a DBE subcontracts part of the work of its contract to another firm, the value of the subcontracted work shall be counted if the DBE's Subcontractor is also a DBE. The work that a DBE subcontracts to a non -DBE firm does not count as participation. DBE Prime Contractor A DBE prime Contractor shall only count the work performed with its own forces as well as the work performed by DBE Subcontractors and DBE suppliers. Joint Venture When a DBE performs as a participant in a joint venture, only count that portion of the total dollar value of the contract equal to the distinct, clearly defined portion of the work that the DBE performs with its own forces. Commercially Useful Function You may count expenditures to a DBE Contractor if the DBE is performing a commercially useful function on that contract. 1. A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To - perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, installing (if applicable) and paying for the material itself. 2. A DBE does not perform a commercially useful function if its role is limited to that of an extra participant in a transaction, contract, or project through which funds are passed in order to obtain the appearance of DBE participation. 3. A DBE does not perform a commercially useful function if it fails to exercise responsibility with its own work force for at least 30 percent of the total cost of • its contract. - Trucking Use the following factors in determining whether a DBE trucking company is performing a commercially useful function: 136 • 1. The DBE must be responsible for the management and supervision of the entire trucking operation for which it is responsible for on a particular contract, and there cannot be a contrived arrangement for the purpose of meeting the DBE goals. 2. The DBE must itself own and operate at least one fully licensed, insured, and • operational truck that is used on the contract. 3. Credit towards project goals for DBE trucking firms who do not own at least one truck, will be granted only for the fees the DBE firm retains for providing the hauling service. 4. In order for DBE project goals to be credited, DBE trucking firms must be covered by a subcontract or a written agreement approved by WSDOT prior to performing their portion of the work. 5. DBE trucking firms are required to perform at least fifty percent (50 %) of the work with his /her own trucks and personnel. 6. DBE trucking firms may utilize owner /operator trucks. The number of owner /operator trucks may not exceed any limitations on subletting or reassigning the work specified. All owner /operators must appear on the DBE Contractor's or DBE Subcontractor's payroll designated as owner /operator. The hours worked or wages paid may be reflected either on the payroll or on the record of payments to each owner /operator. 7. DBE trucking firms may lease or rent trucks from other sources, except from prime Contractors to whom they are Contractors, provided: a) A written valid lease /rental agreement on all trucks leased or rented is submitted to the project manager prior to the beginning of work; and b) Only the vehicle (not the operator) is leased or rented. • c) The agreement must include the lessors name, trucks to be leased, and agreed upon amount or method of payment (hour, ton or load hauled). d) All lease agreements shall be long -term agreements, not project - by- project. The DBE is limited to leasing or renting two (2) additional trucks for each truck owned by the DBE trucking firm. Expenditures with DBEs Expenditures with DBEs for materials or supplies shall be counted as provided in the following: Manufacturer If the materials or supplies are obtained from a DBE manufacturer, count 100 percent of the cost of the materials or supplies. Regular Dealer 1. Counting 137 If the materials or supplies are purchased from a DBE regular dealer, count: 60 percent of the cost of the materials or supplies. 2. Definition a) To be a regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own name, in the purchase and sale or lease of the products in question. b) A person may be a regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business, as provided elsewhere in this specification, if the person both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a long -term lease agreement and not on an ad hoc or contract -by- contract basis. c) Packagers, brokers, manufacturers' representatives, or other persons who arrange or expedite transactions are not regular dealers. Purchased from a DBE With respect to materials or supplies purchased from a DBE who is neither a • manufacturer nor a regular dealer, count the entire amount of fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on a job site, provided the fees are reasonable and typical for the services rendered. No part of the cost of the materials and supplies themselves shall be counted. Procedures Between Award and Execution After award and prior to execution of the contract, the Contractor shall provide the names and addresses of all firms that submitted a bid or quote to the Contractor as part of bidding this contract and note which of those firms were successful and will participate in the contract. These firms may be contacted to solicit general information as follows: 1. age of the firm 2. average of its gross annual receipts This information is necessary to maintain a bidder's list in compliance with the requirements of the 49 CFR, Part 26. Simply stated: who is soliciting the work and what is their capacity? The Contracting Agency will use this information to accurately determine an overall goal based on the percentage of DBEs who are ready, willing and able to perform the work. Reporting The Contractor shall submit a "Quarterly Report of Amounts Credited as DBE Participation" on a quarterly basis for every quarter in which the contract is active (work is accomplished) or upon completion of the project, as appropriate. The quarterly reports are due on the 20th of April, July, October, and January for the four respective quarters. The dollars reported will be in accordance with the "DBE Eligibility" section of this specification. Payment Payment for complying with the conditions of this specification and any associated DBE requirements is the Contractor's responsibility. Those costs shall be incidental to the respective bid items. 138 Further Information • If further information is desired concerning Disadvantaged Business Enterprise participation, inquiry may be directed to: External Civil Rights Branch Office of Equal Opportunity Washington State Department of Transportation Transportation Bldg., P.O. Box 47314 Olympia, WA 98504 -7314 or telephone - (360) 705 -7085. Fax (360) 705 -6801 1- 07.11(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" 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 Engineer by the Fifth of the month during the term of the Contract. 1 -07.12 Federal Agency Inspection (March 13, 1995) Section 1 -07A2 is supplemented with the following: Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are Tess restrictive than Washington State Law, then the • Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 139 1 -07.15 Temporary Water Pollution /Erosion Control Section 1 -07.15 is supplemented with the following: • (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 BMP's 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. Stormwater site plan; c. Temporary Erosion and Sediment Control (TESC) Plan; d. Contractors 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. 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 140 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: • 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 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 in 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 141 Adjustment in accordance with Section 1 -09.4. Assignment of responsibility for payment shall be as defined elsewhere in the Contract. 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 cost of response, containment and any cleanup shall be borne by the Contractor. 1 -07.16 Protection And Restoration Of Property Section 1 -07.16 is supplemented with the following: (March 13, 1995) Archaeological And Historical Objects It is national and state policy to preserve, for public use, historical and prehistorical objects such as ruins, sites, buildings, artifacts, fossils, or other objects of antiquity that may have significance from a historical or scientific standpoint. Archaeological or historical objects, which may be encountered by the Contractor, shall not be further disturbed. The Contractor shall immediately notify the Engineer of any such finds. The Engineer will contact the archaeologist who will determine if the material is to be salvaged. The Contractor may be required to stop work in the vicinity of the discovery until such determination is made. If the archaeologist determines that the material is to be salvaged, the Engineer may require the Contractor to stop work in the vicinity of the discovery until the salvage is accomplished. Loss of time suffered by the Contractor due to resulting delays will be adjusted in accordance with Section 1 -08.8. 1 -07.17 Utilities And Similar Facilities (March 13, 1995) 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 Contractor shall call the Utility Location Request Center (One Call Center), for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, State, or Federal holiday. The telephone number for the One Call Center for this project may be obtained from the Engineer. If no one- number locator service is available, notice shall be provided individually to those owners known to or suspected of having underground facilities within the area of proposed excavation. • The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any cost to the Contractor incurred as a result of this law shall be at the Contractor's expense. - No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. 142 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, Washington 98902 509 - 575 -7183 Falcon Cablevision 1005 N 16th Avenue Yakima, Washington 98902 509 - 575 -1697 City of Yakima Water Division 2301 Fruitvale Blvd. Yakima, Washington 98902 509 - 575 -6154 City of Yakima Wastewater Division 2220 E. Viola, Yakima, Washington 98901 509 - 575 -6077 Cascade Natural Gas Corporation 401 N 1St Street, Yakima, Washington 98901 509 -457 -5905 Pacific Power PO Box 1729, Yakima, Washington 98907 509 - 575 -3146 The Contractor shall notify the Upper Yakima Valley Utilities Coordinating Council -Area 5, telephone number 1- 800 -553 -4344, at least 48 hours prior to start of excavation so that underground utilities may be marked. It shall be the Contractor's responsibility to investigate the presence and location of all utilities prior to bid opening and to assess their impacts on his construction activities. Utilities, new or old, may be renewed, relocated, or adjusted for the proposed construction. The Contractor shall, prior to beginning any work, meet with all utility organizations (public and private) in the field to familiarize himself with existing utility locations, along with familiarizing himself with plans and schedules for the installation of • new, relocated, or adjusted utilities. Both public and private utility organizations, along with private contractors working for these organizations, may be doing utility installations within the area. The proposed construction work must be coordinated with these utility installations. The Contractor shall arrange with the owners and operators of the respective utility systems to mark the locations and, if necessary or prudent, to expose the existing utilities prior to construction of the facilities contained in this Contract. The Contractor shall coordinate his work with other contractors who may be working in the project area and cooperate with them. • 1 -07.18 Public Liability and Property Damage Insurance (APWA only) General Requirements 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 ". Revise the tenth paragraph to read as follows: The Contractor shall forward to the City the additional insured endorsement as requested in the Evidence of Insurance Section. Coverages and Limits (APWA only) The section is revised to read: 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 • 143 this endorsement 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: A completed ACORD form #25 (or equivalent) shall be submitted which conforms to the following requirements: 1. The ACORD form shall be accompanied by a completed Endorsement naming the City of Yakima, its agents, employees, and elected or appointed officials as - an additional insured and containing the insured's name and policy number, and shall be signed by a duly authorized agent. 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, its agents employees, and elected or appointed officials are additional insured's for Wastewater Manhole Rehabilitation, • City Project 1926. 4. Contain the appropriate amount and types of coverage's that are specified by the Contract. 1 -07.23 Public Convenience And Safety - 1- 07.23(1) Construction Under Traffic Section 1- 07.23(1) is supplemented with the following: (March 13, 1995) The construction safety zone for this project is 10 -feet from the outside edge of the traveled way. During nonworking hours equipment or materials shall not be within the safety zone unless it is protected by permanent guard rail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location. 144 During the actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the safety zone and only construction vehicles absolutely necessary to construction shall be allowed within the safety zone or allowed to stop or park on the shoulder of the roadway. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the safety zone at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. 1 -08 PROSECUTION AND PROGRESS 1 -08.1 Subcontracting Section 1 -08.1 is supplemented with the following: (October 12, 1998) Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420 -004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A subcontractor or lower tier subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (Form 421 -012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal -aid Projects (Form 420 -004). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all subcontractors and lower tier subcontractors shall be available and open to similar inspection or audit for the same time period. 1 -08.3 Progress Schedule The first and second paragraphs are replaced with the following paragraph: The Contractor shall prepare and submit to the Engineer 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 Engineer. The schedule shall be drawn to a time scale, shown along the base of the diagram, using an appropriate measurement per day with weekends and holidays indicated. The Construction Progress Schedule shall be continuously updated and, if necessary, redrawn upon the first working day of each month or upon issuance of any Change Order that substantially affects the scheduling. Copies (2 prints or 1 reproducible) of newly updated Schedules shall be forwarded to the Engineer, as directed, immediately upon preparation. 145 The section is supplemented with the following: The Contractor shall submit a weekly activity schedule to the 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 Engineer may order the Contractor to delay unscheduled activities until they are included on a subsequent weekly activity schedule. 1 -08.5 Time For Completion (March 13, 1995) Section 1 -08.5 is supplemented with the following: This project shall be physically completed within Sixt l working days. 1- 08.10(1) Termination by Default Revise the last sentence of the fifth paragraph as follows: Replace "State of Washington, Department of Transportation" with "Contracting Agency ". 1 -10 TEMPORARY TRAFFIC CONTROL • 1 -10.2 Traffic Control Management 1- 10.2(1) General (August 9, 1999) Section 1- 10.2(1) is supplemented with the following: The Traffic Control Manager and Traffic Control Supervisor shall be certified by one of the following: American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksberg, VA 22406 -1022 (540) 368 -1711 Certification Ext. 127 Recertification Ext. 134 Sverdrup Civil, Inc. -. c/o Traffic Control Supervisors Seminar 600 108th Ave. N.E. Bellevue, WA 98004 (425) 452 -8000 The Northwest Laborers - Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297 -3035 146 Evergreen Safety Council 401 Pontius Ave. N. Seattle, WA 98109 • 1- 800 - 521 -0778 or (206) 382 -4090 Transportation Consulting NW 1607 E. Main Auburn, WA 98002 (253) 931 -0506 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 Plan (September 30, 1996) The last sentence of Section 1- 10.2(2) is revised to read: The Contractor's letter designating and adopting the specific traffic control plan(s) or any proposed modified plan(s) shall be submitted to the Engineer for approval at least ten calendar days in advance of the time the new plan will be implemented. (April 30, 2001) The following devices are deemed compliant with the crashworthiness requirements of NCHRP 350 and are approved for use on the project: Approved Category II Devices Type I & II Barricades Manufacturer Model Number WLI Industries Safety Cade Type II Bent Manufacturing Unicade Bent Manufacturing Waffle Barricade Bent Manufacturing Type II Plywood or Plastic Panel Eastern Metal Type I & II Barricades Plasticade Products Fibercade Type II Plasticade Products Plasticade Type II Dicke Tool Company Type I Plastic Barricade TrafFix Devices, Inc. Plastic Folding Type I Barricade The Roadmaker Company Type II Plastic Barricade Three D Traffic Works, Inc. TD2000 Works Barricade Protection Services, Inc. Type I & II Barricades Flex -O -Lite Type I Barricade United Rentals Highways Type I & II Barricades Bureau of Highway Safety Penn. Type III Barricade The Cortina Companies Type I Plastic Barricades Type III Barricades 147 Manufacturer Model Number Bent Manufacturing Type III Barricade Recycled Plastic Products Hollow Core Plastic Barricade Yodock Wall Company Yodock 2001m Type III Barricade Centel of Medford, Inc. EZ -UP Type III Barricade Davidson Plastics Corp. T3B Type III Barricade Approved Portable Signs and Stands Manufacturer Model Number Montana DOT DWG# 618 -02 (Plywood) • WLI SafetyCor Sign System (Plastic) Texas DOT Skid Mounted Sign Support (Plywood) Reflexite /Eastern Metals DF 400 & DF 4700 TX (Endurance plastic) (Aluminum signs are not approved for use with the above listed stands at this time) 1 -10.3 Flagging, Signs, and All Other Traffic Control Devices 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 ". 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(3) Construction Signs - The first paragraph is revised as follows: The first sentence 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 Engineer shall be furnished by the Contractor. Delete the last two sentences. 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 148 (April 28, 1997) Section 1- 10.3(3) is supplemented with the following: Wood Sign Posts Use the below charts to determine post size for Class A construction signs. One Post Installation Post Size Min. Sign Sq. Ft. Max. Sign Sq. Ft. 4x4 - 16.0 4x6 17.0 20.0 6x6 21.0 25.0 6x8 26.0 31.0 • Two Post Installation (For signs 5 feet or greater in width) 4x4 - 16.0 4x6 17.0 36.0 6x6 37.0 46.0 6x8 47.0 75.0* * The Engineer shall determine post size for signs greater than 75 square feet. 1- 10.3(5) Temporary Traffic Control Devices The first and second sentences are revised as follows: Delete the phrase "Temporary Traffic Control Devises" and replace it with "Maintenance and Protection of Traffic (min. bid ) ". 1 -10.4 Measurement Delete the second paragraph and replace with the following: "Maintenance and Protection of Traffic (min. bid ) ", shall cover all traffic control labor as set forth in Section 1- 10.3(1), except the labor for Traffic Control Supervisor, and furnishing all temporary traffic control devices as set forth in Section 1- 10.3(5) as required by the approved Traffic Control Plan. The Contractor's bid shall equal or exceed the Minimum Bid amount shown. 1 -10.5 Payment (APWA Only) Add the following pay item: "Maintenance and Protection of Traffic (min. bid ) ", 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 devises, traffic control vehicle, pilot car, and other traffic control measures required by the Approved Traffic Control Plan. No further payment will be made. 149 DIVISION 2 - EARTHWORK 2 -01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2 -01.2 Disposal of Usable Material and Debris Revise the third paragraph and single sentence as follows: Change the word "three" to "two" 2- 01.2(1) Disposal Method NO. 1 - Open Burning This section is deleted. 2 -02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description Supplement this section with the following: The work shall specifically include the removal of existing asphalt pavement, curb and gutter, sidewalks, catch basins and grates and frames, drainage manholes, demolition of the bridge at S. 34 Ave. and Powerhouse Road to the limits shown on the plans and to a • depth of at least 2 feet below grade, demolition of the irrigation raceway and screen - channel at the existing irrigation pump station near Robertson School to the limits shown on the plans and to a depth of at least 2 feet below final surface elevation of the area grading, and any other materials identified to be removed on the plans within the construction limits shown on the plans, or any other items identified by the Engineer to be removed. 2 -02.3 Construction Requirements Supplement this section with the following: Prior to removal, the Contractor shall use a vertical sawcut to delineate iIhe areas of pavement removal from those areas that pavement is to remain. Concrete curb and gutter and sidewalks shall be removed to the nearest convenient joint if practical. If not practical to remove to the nearest joint, the Contractor shall sawcut these structures in a neat vertical and straight transverse horizontal line I provide a matching joint for the new construction. The materials to be removed under this section shall become the property of the Contractor. The Contractor shall haul the removed materials from the project. Damage caused to that portion of the pavement, curb and gutter or sidewalk that is to remain, due to the Contractor's operation, shall be repaired by the Contractor at the Contractor's expense and to the satisfaction of the Engineer. 150 2- 02.3(3) Removal of Pavement, Sidewalks, and Curbs Item 1 is revised to read: Haul all broken pieces to an off - project site to be obtained by the Contractor. Item 2 is revised by adding the following to the end of the sentence: "or to the nearest joint as directed." • 2 -03 ROADWAY EXCAVATION AND EMBANKMENT 2 -03.1 Description Revise the first sentence of the first paragraph as follows: Add "and parking areas" following "roadway" 2 -03.4 Measurement Revise Item 1. as follows: Add "roadway excavation including haul" after "Roadway excavation" in the first sentence. Revise the third sentence of Item 1 as follows:. 2 -03.5 Payment Add the following payment item: "Roadway Excavation incl. Haul ", per cubic yard. Supplement the third paragraph with the following: • "Roadway Excavation Incl. Haul ", per cubic yard, shall be full compensation for all labor, equipment, tools, and materials necessary to excavate, load, place, compact, shape, or otherwise dispose of the materials including existing asphalt concrete and cement concrete pavements cut at the location as shown on the plans. 2 -07 WATERING 2 -07.3 Construction Requirements Supplement this section with the following: The Contractor shall secure permission from and comply with all requirements of the City of Yakima Water Division before obtaining water from fire hydrants. The Contractor shall notify the Engineer as soon as such permission is granted. The Contractor shall use hydrant wrenches only to open hydrants. While using hydrants, the contractor shall make certain that the hydrant valve is fully open in order to prevent damage to the hydrant valve. A metered hydrant connection furnished by the water utility shall be used as an auxiliary valve on the outlet line for control purposes. Fire hydrant valves shall be closed slowly to avoid a surge in the system causing undue pressure on 151 the water lines. The Contractor shall carefully note the importance of following these directions. If a hydrant is damaged due to the Contractor or an employee of the Contractor, the Contractor shall immediately notify the water utility so that the damage can be repaired as quickly as possible. Upon completing the use of the hydrants, the Contractor shall notify the water utility so that the hydrants may be inspected for possible damage. Any damage resulting from the use of the hydrants by the Contractor will be repaired by the water utility, and the cost thereof shall be withheld, if necessary, from the final payment to the Contractor. The Contractor shall furnish all equipment and tools, except the metered hydrant connection, that may be necessary to meet the requirements of the water distribution agency pertaining to hydrant use. Violation of these requirements will result in fines and will lay the Contractor liable for damage suits because of malfunctioning of damaged fire hydrants, in the event of fire. 2 - 07.4 Measurement This section is revised to read: Water shall be measured with the metered hydrant connection provided by the City of Yakima Water Division. 2 - 07.5 Payment This section is revised to read: Water will be furnished by the City of Yakima Water Division without charge. The Contractor shall convey the water from the nearest convenient hydrant or other source at his expense. 2 -09 STRUCTURE EXCAVATION 2 -09.4 Measurement The second paragraph, Horizontal Limits, is revised to read: The Horizontal Limits shall be as shown on the plans. The second sentence of the paragraph Shoring or Extra Excavation, is revised to read: Shoring or Extra Excavation Class B will be measured by the linear foot. 152 2 -09.5 Payment Revise the Item: "Shoring or Extra Excavation Class B ", per square foot. To read: "Shoring or Extra Excavation Class B ", per linear foot. Revise the two paragraphs immediately following the above item as follows: Replace "per square foot ", wherever it appears, with "per linear foot ". 153 • DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS 5 -04 ASPHALT CONCRETE PAVEMENT 5 -04.2 Materials Supplement this section with the follovving: Asphalt concrete pavement used on this project shall be Class A. Delete the material reference for "Asphalt Cements" and replace with the following: Asphalt Cement shall be PG 64 -28 meeting the requirements of AASHTO MP1. 5 -04.3 Construction Requirements 5- 04.3(7)A Mix Design Delete all reference to Section 9- 03.8(6)A Supplement this section with the following: The Contractor shall provide a mix design, performed in accordance with WSDOT Method 702 (Hveem mix design) to the Engineer for approval at least 5 working days prior to any paving operation. The use of more than 30 percent of recycled material in the asphalt concrete pavement on this project shall not be permitted. 5- 04.3(10)B Control. This section is revised to read: For asphalt concrete Classes A, B, E, F, and G, where paving is in traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization and the specified compacted course thickness is grater than 0.10 foot, the acceptable level of compaction shall be a minimum of 91 percent of the maximum density as determined by WSDOT Test Method 705 /AASHTO T209. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations within each lot. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is Tess. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, noncomplying material may be accepted at a reduced price. Cores may be used as an alternative to the nuclear density gauge tests. When cores are taken by the Engineer at the request of the Contractor, the request shall be made by noon of the first working day following placement of the mix. The Engineer shall be reimbursed for the coring expenses at the rate of $75 per core when the core indicates • the acceptable level of compaction within a lot has not been achieved. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compatibility of the mix design. Compatibility shall be based on the ability of the mix to attain the specified minimum density (91 percent of the maximum density determined by WSDOT Test Method - • 154 705 /AASHTO T209). Following determination of compatibility, the Contractor is responsible for the control of the compaction effort. If the Contractor does not request a test section, the mix will be considered compatible. Asphalt Concrete Classes A, B, E, F and G constructed under conditions other than listed above shall be compacted on the bases of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. The Contractor shall provide adequate platforms to enable samples to be obtained without the Engineer entering the hauling vehicle. Acceptance testing for compliance of asphalt content will use the Nuclear Asphalt Gauge Procedure: WSDOT Test Method 722 -T. Acceptance testing for compliance of gradation will use the Quick Determination of Aggregate Gradation Using Alternate Sovent Procedure: WSDOT Test Method 723 -T. Asphalt concrete Class D and pre - leveling mix shall be compacted to the satisfaction of the Engineer. In addition to randomly selected locatins for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density readings. These additional tests shall not impact the compaction evaluation of the entire control lot. 5- 04.3(13) Surface Smoothness The last paragraph is revised with the following: When utility appurtenances such as manhole rings and covers and valve boxes are encountered or are to be located within the asphalt pavement area, these items are either to be removed or not put in place until after the paving operation has been completed. The location of each utility appurtenance and all Monuments shall be referenced prior to the start of paving operations and a temporary covering shall be placed over the appurtenances to facilitate the continuous paving operation. After paving has been completed, the Contractor shall furnish, install and adjust new castings on all new and existing public utility structures, and new Monument Cases for all monuments as shown on the plans. Utility Castings shall not be adjusted until the pavement is completed, at which time the center of each structure and each monument shall be relocated from the references previously established by the Contractor. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the rim plus 2 feet. The new rim shall be placed on cement concrete blocks or adjustment rings and wedged up to the desired grade. The base materials shall be removed and Class 3000 cement concrete shall be placed within the entire volume of the excavation up to, but not to exceed, 1 -1/2 " below the finished pavement surface. On the following day, the concrete, the edges of the asphalt concrete pavement and the outer edge of the casting shall be painted with hot asphalt cement. Class G asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density and uniformity of grade. The joint between the patch and existing pavement shall then be 155 painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. 5- 04.3(15) Asphalt Concrete Approach Add the following to the sentence: "or reconstructed," after the word "constructed ". 5- 04.3(17) Paving Under Traffic Revise the last paragraph and sentence as follows: Change the phrase "except temporary pavement markings," to "including temporary • pavement markings," • 5-04.4 Measurement - Add the following to the fifth paragraph: asphalt concrete pavement with PG 64 -28 asphalt, 5 -04.5 Payment Add the following pay items: "Asphalt Conc. Pavement Class A with PG 64 -28 ", per ton. 5- 04.5(1) Quality Assurance Price Adjustment This Section is deleted. 5- 04.5(1)A Price Adjustments for Quality of AC Mix This Section is deleted. 5- 04.5(1)B Price Adjustments for Quality AC Compaction This Section is deleted. 156 DIVISION 6 - STRUCTURES 6 -02 CONCRETE STRUCTURES 6 -02.3 Construction Requirements Supplement this section with the following: The reinforced concrete retaining walls to be constructed on this project shall be constructed at the location shown on the Plans and in accordance with the City of Yakima Standard Detail for Retaining Wall, Type 3. The cement concrete steps shall be constructed at the location shown on the plans and in accordance with the City of Yakima Standard Detail for Cement Concrete Steps. The Concrete for the Retaining Walls and steps shall be Class 4000 using Coarse Aggregate AASHTO Grading No. 67. The Headwall for the Naches - Cowiche irrigation pipe extension shall be constructed at • the location shown on the Plans and in accordance with the Project Detail and City of Yakima Standard Detail for Retaining Wall Joint. Concrete for the Headwall shall be Class 3000 Commercial Concrete. 6- 02.3(16) Plans for Falsework and Formwork Revise this section as follows: Change, wherever it appears, the location for the submittal of plans for falsework and formwork to: The City of Yakima, City engineer at 129 N. 2nd St., Yakima, Washington 98901. 6 -02.4 Measurement Supplement this section with the following: Measurement for Reinforced Concrete Retaining Walls and Cement Concrete Steps shall be made by the Cubic Yard of concrete, Class 4000 in place to the neat lines of the structure as shown on the plans including the reinforcement. Measurement for the construction of the Headwall for the Naches Cowiche Irrigation pipe extension on N. 34 Ave. for this project shall be for the completed structure in place including all materials, such as but not limited to: forms and falsework, concrete, reinforcing steel, dowels and sleeves, expansion joint material, joint sealer, and any other materials needed to complete the structures; and equipment and labor to do the construction. No separate measurement will be made for any individual components of the construction of this specific concrete structure.. 6 -02.5 Payment Add the following payment item: "Reinforced Conc. Retaining Wall, Type 3 ", per cubic yard. • "Cement Concrete Steps ", per cubic yard. The unit contract price per cubic yard for "Cement Concrete Retaining Wall, Type 3 ", and "Cement Concrete Steps" shall be full compensation for furnishing all materials, labor, equipment, tools and forms required to complete the work, including but not limited to, 157 furnishing and placing forms, reinforcing steel, cement concrete, expansion joints, weep holes, drain rock and backfill materials. "Irrigation Pipeline Headwall", lump sum. The lump sum payment for this itern shall be made for, and include, all materials, equipment and labor, as specified in section 6 -02.4, to complete the structure at the location shown and as detailed on the plans and in accordance with the Standard Specifications and these Special Provisions.. 158 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7 -02 CULVERTS 7 -02.1 Description Supplement this section with the following: The work of this section shall further include extending the existing Naches - Cowiche . Canal irrigation pipeline at the crossing of N. 34 Ave. as shown on the Plans and project details. 7 -02.2 Materials Add the following to the first paragraph: Reinforced Concrete Storm Sewer Pipe 9- 05.7(2) Revise the eighth paragraph as follows: The pipe material to be used for the irrigation pipeline extension for this project shall be only Reinforced Concrete Storm Sewer Pipe conforming to section 9- 05.7(2) and as specified in section 7 -04.2. 7 -02.3 Construction Requirements 7- 02.3(3) Headwalls Supplement this section with following: A headwall shall be installed at the end of the irrigation pipeline extension. The headwall shall be constructed of Class 3000, Commercial Concrete, non - reinforced, and shall • conform to the Project Detail. 7 -02.5 Payment Add the following payment item: "Class_Reinf. Conc. Storm Sewer Pipe In. Diam. ", per linear foot. 7 -04 STORM SEWERS 7 -04.2 Materials Supplement this section with the following: Pipe approved for this project shall only be: Solid Wall PVC Storm Sewer Pipe 9- 05.12(1) Except for the Storm Drain Infiltration Trench. 159 7 -04.3 Construction Requirements 7- 04.3(1)B Exfiltration Test - Storm Sewers This section is deleted. 7- 04.3(1)C Infiltration Test - Storm Sewers This section is deleted. 7- 04.3(1)D Other Test Allowances - Storm Sewers This section is deleted. 7- 04.3(1)E Low Pressure Air Test for Storm Sewers Constructed of Air - Permeable Materials This section is deleted. 7 -04.4 Measurement Revise this section as follows: The last paragraph is deleted and replaced with ''All testing of storm sewer pipe for this project shall be incidental to the cost of the pipe installation." 7 -04.5 Payment Revise this section as follows: Delete the Item "Testing Storm Sewer Pipe ", per linear foot. 7 -05 MANHOLES, INLETS, AND CATCH BASINS 7-05.2 Materials Add the following: Catch Basins or Drain Inlets As shown on City of Yakima Standard Detail. Frames, Grates and Hoods Ductile Iron: 9- 05.15(2), 9 -06.14 and City of Yakima Standard Detail. 7- 05.3(1) Adjusting Manholes and Catch Basins to Grade This section is revised to read: Manholes, Catch Basins, Valve !Boxes, Monument Cases and other utility castings shall be adjusted in accordance with Section 5- 04.3(13). 7 -05.4 Measurement Supplement this section with the following: The measurement and the payment, per each for all Catch Basins shall include furnishing the Precast Conc. Catch Basin and the Adjustable Hooded Frame and Grate as a complete unit. • 160 7 -05.5 Payment Add the following pay items: "Precast Conc. Catch Basin _In. Diam. ", per each. 7 -08 GENERAL PIPE INSTALLATION REQUIREMENTS 7 -08.2 Materials Add the following: Crushed Surfacing Top Course (for Trench Backfill) 9- 03.9(3) 7- 08.3(1)A Trenches Delete paragraph 8. 7- 08(1)C Bedding the Pipe Supplement paragraph 2 with the following: All pipe shall be bedded as shown on the Typical Trench Section of the City of Yakima Standard Details. 7- 08.3(3) Backfilling Add the following paragraph: Where directed by the Engineer, specifically all street crossing trenches shall be backfilled for the full depth of the trenches with Crushed Surfacing Top Course (for Trench Backfill). 7 -08.4 Measurement Add the following: Crushed Surfacing Top Course (for Trench Backfill) shall be measured by the Ton. 7 -08.5 Payment Add the following pay item: "Crushed Surfacing Top Course (for Trench Backfill) ", per ton. Revise the pay Item: "Shoring or Extra Excavation Class B ", per square foot. To read: "Shoring or Extra Excavation Class B ", per linear foot. 161 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8 -01 EROSION CONTROL 8 -01.3 Construction Requirements 8- 01.3(2) Topsoil Supplement this section with the following: Topsoil for this project shall be Topsoil Type C. Minimum depth of topsoil placement shall be 6- inches where topsoil is required. Topsoil shall be place at locations indicated on the plans and at other locations at the direction of the Engineer in the field. 8- 01.3(4) Seeding and Fertilizing 8- 01.3(4)A Seeding Supplement this section with the following: Seeding for this project shall be by Method 1. Grass seed shall be of the following composition proportion and quality: 50% Pennfine Rye Grass. 50% Bluegrass (Baron, Cougar or Pennstar) or other approved cultivar. Minimum pure seed 98% Minimum germination 90% The application rate for grass seed shall be 4 pounds per 1,000 square feet for all areas designated to be seeded. 8- 01.3(4)B Fertilizing Supplement this section with the following: The Contractor shall use current industry standards and manufacturer's recommendation in analysis, quantity and application of fertilizer. 8- 01.3(5) Mulching Supplement this section with the following: Mulching for this project shall be Wood cellulose fiber and shall be applied with the seed and fertilizer. 8 -01.4 Measurement Revise the third paragraph as follows: Replace the word "acres" with "square yards ". 8 -01.5 Payment Revise the third bid item in the second paragraph as follows: - Replace the term "per acre" with "per square yard" 162 8 -03 IRRIGATION SYSTEM 8 -03.1 Description Revise this section to read: This work shall consist of designing, developing working drawings, furnishing and installing a complete and fully functioning automatic timer controlled irrigation system for • the areas of this project requiring an irrigation system. This work will also include, at N. 34 Ave. and beyond the limits of the Naches - Cowiche Canal work, furnishing all necessary materials and labor to remove and replace the existing irrigation weir box and related piping, valves and service connections required to be relocated as a result of the street and sidewalk work at that site and as shown on the Plans. 8 -03.3 Construction Requirements Revise the first sentence of the first paragraph as follows: Replace the word "plans" with the phrase "Contractors approved working drawings" Supplement the third paragraph with the following: The City of Yakima Water Division will provide water service connection locations with water meter sets for each irrigation system to be installed or relocated. Connections at these locations shall be made by the Contractor. Such locations as are known are shown on the Plans. The Contractor shall indicate on his approved working drawings the locations of each connection location and shall verify with the City Water Division that the locations are correct. The Contractor shall verify the water meter size, water system capacity and pressure available at each location before developing his working drawings. Connection to the City Domestic water system shall be by double check valve assembly. 8- 03.3(1) Layout of Irrigation System Revise the first sentence as follows: Delete the phrase "schematic design shown in the Plans" and insert the phrase "approved working drawings ". 8- 03.3(5) Installation Revise this section to read as follows: Sprinklers shall be installed and positioned per manufacturer's recommendation for the size and type of sprinkler used and for the best and most efficient watering pattern and coverage. All sprinklers, valve boxes and associated fittings in lawn areas shall be positioned in such a manner as to be able to pass a lawn- mowing machine safely over them. 8- 03.3(10) As Built Plans and System Orientation Revise the first sentence of the first paragraph as follows: Delete the phrase "necessary for the engineer to prepare corrected plans to show the work as constructed" and replace with the phrase "compiled and incorporated where 163 practical into the original approved working drawings, or in separate format for clarity, to the Engineer ". Supplement the second sentence of the first paragraph with the following: Two sets of the 11" x 17" reproducible "As Built" record drawings and related information showing the final configuration of the installation shall be submitted to the Engineer after completion of all work of the contract. 8 - 03.4 Measurement Measurement for "Irrigation system ", shall be by lump sum for all of the Sub - projects inclusive requiring a New irrigation system, or, at N. 34 Ave., a Relocation /Revision of the irrigation system as shown on the plan for that site. The lump sum price shall be full compensation for the completed and fully functioning systems including furnishing all labor, equipment and materials to, prepare the design and working drawings, to install and test the systems, to compile and prepare "As Built" record drawings and related information, and complete the system orientation as applicable. 8 - 03.5 Payment Revise this section as follows: Delete the second paragraph. 8 -11 GUARDRAIL 8 -11.1 Description Supplement this section with the following: The work of this section shall further include the fabrication and installation of Type 1 Bollards as detailed on WSDOT Standard Plan H -13, and at the locations shown on the plans. 8 -11.2 Materials • Supplement this section by adding the following: Type 1 Bollard Assembly Applicable Sections of: 9 -06 & 9 -16 8 - 11.3 Construction Requirements Supplement this section by adding the following: All components of the Type 1 Bollard assemblies shall be shop fabricated. The Contractor shall submit shop drawings to the Engineer for approval prior to fabrication. The shop drawings shall be based on the standard plan and shall include the additional specifications required for welding, fittings, bolts reflective tape and surface treatment of the steel components, and any other specifications not fully enumerated on the standard plan. When the Shop Drawings have been approved and the fabrication has been completed, the Contractor shall deliver the Bollard Assemblies to the site without damage and complete the installation at the locations indicated. The Bollards shall be set plumb and centered at the correct locations. Concrete shall be Class 3000 Commercial Concrete and the underlying gravel material shall conform to 9 -03.13 Backfill for Sand Drains. 164 8 -11.4 Measurement Supplement this section with the following: Measurement for "Type 1 Bollard" shall be per each completed in- place. 8 -11.5 Payment Add the following payment item: • "Type 1 Bollard ", per each The unit contract price per each for Type 1 Bollard shall be full compensation for the completed installation at the locations shown on the plans including all labor and materials required to prepare shop drawings, fabricate the assemblies, deliver the assemblies to each site and full installation of the assemblies at each site. • 8 -12 CHAIN LINK FENCE AND WIRE FENCE 8 -12.1 Description Supplement this section with the following: Chain Link fence for this project shall be Chain Link Fence, Type 6 in accordance with • the Standard Plan, and shall be installed at locations shown on the Plans. 8 -12.5 Payment Delete the sentence following the pay item "Chain Link Fence Type_ ", per linear foot and • replace it with the following: For this project, the payment for "Chain Link Fence Type_" per linear foot shall include all labor, materials, equipment and anything whatever necessary for clearing of the fence line and installation of the fence. 8 -14 CEMENT CONCRETE SIDEWALKS 8 -14.1 Description Add the following: This work shall also include furnishing and installing new sign post sockets, at locations shown on the plans or as indicated by the Engineer. 8 -14.2 Materials Add the following: Sign Post Sockets VLOC Model #23 -VR1- Concrete For use with 2 -3/8" OD sign posts 165 8 -14.3 Construction Requirements 8- 14.3(3) Placing and Finishing Concrete. Add the following: All sidewalks not located in driveway approach areas shall be four (4) inches in thickness. All sidewalks located in a driveway approach area shall be six (6) inches in thickness within the driveway throat. Existing sidewalks at match lines shall be removed to the nearest convenient existing joint or sawcut in a neat vertical, straight transverse line at locations approved by the Engineer. Joint filler material to form a new expansion joint shall be placed as indicated on the Standard Detail for Sidewalk. At all driveway and handicap ramp depressions, the back of the sidewalk grade shall be depressed to maintain a 2 percent transverse grade from back of curb to back of sidewalk, unless otherwise noted on the plans. Signpost Sockets shall be set 1/2 inch above the finished sidewalk and so that the erected signs will be plumb when installed. The Contractor shall correct any misaligned sockets at his own expense. The Contractor shall adjust Domestic Water Meter Lids to the sidewalk finish grade where they are located within the limits of the new sidewalk. The Contractor shall contact City of Yakima Water Division to coordinate this work. 8 -14.4 Measurement Add the following: Signpost Sockets shall be measured for per each in place. Adjusting the Domestic Water Meter Lids shall be measured per each complete. 8 -14.5 Payment Add the following pay items: "Cement Conc. Sidewalk In. Thick ", per square yard. "Signpost Sockets ", per each. The unit contract price for "Signpost Sockets" shall be full compensation for furnishing the sockets, and for furnishing all labor, materials and equipment necessary for the installation of the sockets at the locations shown on the plans or located by the Engineer. 166 8 -30 REPAIR OR REPLACEMENT (New Section) 8 -30.1 Description - The work shall consist of trimming existing trees and shrubs, repair of any incidental damages to landscaping, fencing, private irrigation, top soil, turf or other miscellaneous items within or adjacent to the project area. This includes complete replacement of items that are beyond repair as determined by the Engineer. Tree and shrub trimming shall be done with guidance from City of Yakima Staff Arborist. 8 -30.5 Payment Payment will be made for the following bid items: "Repair or Replacement ", by force account. For the purpose of providing a common proposal for all bidders, and for that purpose only, the City has estimated the force account for "Repair or Replacement ", and has arbitrarily entered the amount for the pay item in the proposal to become a part of the total bid by the Contractor. 167 DIVISION 9 - MATERIALS 9 -03 AGGREGATES 9 -03.8 Aggregates for Asphalt Concrete 9- 03.8(3)C Gradation -- Recycled Asphalt Pavement and Mineral Aggregate Revise the second paragraph as follows: Delete the reference to Section 9- 03.8(6)A 9- 03.8(6)A Basis of Acceptance Delete this section. 9 -05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 9 -05.15 Metal Castings 9- 05.15(1) Manhole Ring and Cover Revise this section to read: All new manhole rings and covers shall be purchased by the Contractor from Olympic Foundry, Casting NO. MH33Y, Yakima Standard Ring and Cover. The Contractor shall also provide all labor and equipment for handling the manhole rings and covers. All used castings shall become the property of the City of Yakima and shall be delivered to the Wastewater Collection - Maintenance Facility at 204 W. Pine by the Contractor. Prior arrangements must be made to assure the facility will be open for delivery. 168 Required Contract Provisions FHWA Form 1273 Follow this Page 169 • FHWA -1273 Electronic Version - March 10, 1994 (DOT 10/97) REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS Page DOL, or the contractor's employees or their representatives. I. General 1 6. Selection of Labor: During the performance of this 11 Nondiscrimination 1 contract, the contractor shall not: III. Nonsegregated Facilities 3 IV. Payment of Predetermined Minimum Wage 3 a. discriminate against labor from any other State, possession, or territory of the United States (except for employment V. Statements and Payrolls 6 preference for Appalachian contracts, when applicable, as • VI. Record of Materials, Supplies, and Labor 6 specified in Attachment A), or VII. Subletting or Assigning the Contract 7 VIII. Safety: Accident Prevention 7 b. employ convict labor for any purpose within the limits of the project unless It is labor performed by convicts who IX. False Statements Conceming Highway Projects 7 are on parole, supervised release, or probation. X. Implementation of Clean Air Act and Federal Water Pollution Control Act 8 II. NONDISCRIMINATION Xl. Certification Regarding Debarment, Suspension, A licable toc alt Federal -aid construction contracts and to all ( PP • Ineligibility, and Voluntary Exclusion 8 related subcontracts of $10,000 or more.) Xli. Certification Regarding Use of Contract Funds for Lobbying 9 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take ATTACHMENTS affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR • A. Employment Preference for Appalachian Contracts (included 1630 and 41 CFR 60) and orders of the Secretary of Labor as In Appalachian contracts only) modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative I. GENERAL action standards for the contractor's project activities under this • contract. The Equal Opportunity Construction Contract 1. These contract provisions shall apply to all work Specifications set forth under 41 CFR 60-4.3 and the provisions of performed on the contract by the contractor's own organization the American Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set and with the assistance of workers under the contractor's forth under 28 CFR 35 and 29 CFR 1630 are incorporated by immediate superintendence and to all work performed on the reference In this contract. In the execution of this contract, the contract by piecework, station work, or by subcontract. contractor agrees to comply with the following minimum specific • requirement activities of EEO: 2. Except as otherwise provided for in each section, the contractor shall insert in each subcontract all of the stipulations a. The contractor will work with the State highway • contained in these Required Contract Provisions, and further require agency (SHA) and the Federal Government In carrying out their inclusion in any lower tier subcontract or purchase order that EEO obligations and in their review of his/her activities under • may in turn be made. The Required Contract provisions shall not be the contract. incorporated by reference in any case. The prime contractor shall be responsible for compliance by any subcontractor or lower tier b. The contractor will accept as his operating policy subcontractor with these Required Contract Provisions. the following statement: 3. A breach of any of the stipulations contained in these "It is the policy of this Company to assure that Required Contract Provisions shall be sufficient grounds for applicants are employed, and that employees are termination of the contract. treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. 4. A breach of the following clauses of the Required Such action shall Include: employment, upgrading, Contract Provisions may also be grounds for debarment as demotion, or transfer; recruitment or recruitment provided in 29 CFR 5.12: advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, Section I, paragraph 2; Including apprenticeship, preapprenticeship, and/or Section IV, paragraphs 1, 2, 3, 4, and 7; on -the -job training." Section V, paragraphs 1 and 2a through 29. 2. EEO Officer: The contractor Will designate and make • 5. Disputes arising out of the labor standards provisions of known to the SHA contracting officers an EEO Officer who Will Section IV (except paragraph 5) and Section V of these Required have the responsibility for and must be capable of effectively Contract Provisions shall not be subject to the general disputes administering and promoting an active contractor program of EEO clause of this contract. Such disputes shall be resolved in and who must be assigned adequate authority and responsibility accordance with the procedures of the U.S. Department of Labor to do so. (DOL) as set forth In 29 CFR 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor 3. Dissemination of Policy: All members of the (or any of Its subcontractors) and the contracting agency, the contractor's staff who are authorized to hire, supervise, promote, and discharge charge employees, or who recommend such action, Page 1 or who are substantially involved In such action, will be made fully without regard to race, color, religion, sex, national origin, age or cognizant of, and will implement, the contractor's EEO policy and disability. The following procedures shall be followed: contractual responsibilities to provide EEO In each grade and classification of employment. To ensure that the above agreement a. The contractor will conduct periodic inspections of will be met, the following actions will be taken as a minimum: project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project a. Periodic meetings of supervisory and personnel site personnel. office employees will be conducted before the start of work and then not less often than once every six months, at which b. The contractor will periodically evaluate the spread time the contractor's EEO policy and its implementation will be of wages paid within each classification to determine any reviewed and explained. The meetings will be conducted by evidence of discriminatory wage practices. the EEO Officer. c. The contractor will periodically review selected b. All new supervisory or personnel office employees personnel actions in depth to determine whether there is will be given a thorough indoctrination by the EEO Officer, evidence of discrimination. Where evidence is found, the covering at major aspects of the contractor's EEO obligations contractor will promptly take corrective action. If the review within thirty days following their reporting for duty with the indicates that the discrimination may extend beyond the actions contractor. reviewed, such corrective action shall include all affected persons. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the d. The contractor will promptly investigate all contractor's procedures for locating and hiring minority group complaints of alleged discrimination made to the contractor in employees. connection with his obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective d. Notices and posters setting forth the contractor's action within a reasonable time. If the investigation indicates EEO policy will be placed in areas readily accessible to that the discrimination may affect persons other than the • • employees, applicants for employment and potential complainant, such corrective action shall include such other employees. persons. Upon completion of each investigation, the contractor will inform every complainant of all of his avenues of appeal. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of 6. Training and Promotion: employees by means of meetings, employee handbooks, or other appropriate means. a. The contractor will assist in locating, qualifying, and increasing the skills of minority group and women 4. Recruitment: When advertising for employees, the employees, and applicants for employment. contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements b. Consistent with the contractor's work force will be placed in publications having a large circulation among requirements and as permissible under Federal and State minority groups in the area from which the project work force regulations, the contractor shall make full use of training • would normally be derived. programs, i.e., apprenticeship, and on- the -job training programs for the geographical area of contract performance. a. The contractor will, unless precluded by a valid Where feasible, 25 percent of apprentices or trainees in each • bargaining agreement, conduct systematic and direct occupation shall be in their first year of apprenticeship or recruitment through public and private employee referral training. In the event a special provision for training is provided sources likely to yield qualified minority group applicants. To under this contract, this subparagraph will be superseded as meet this requirement, the contractor will identify sources of indicated in the special provision. potential minority group employees, and establish with such identified sources procedures whereby minority group 7. Unions: If the contractor relies in whole or in part upon applicants may be referred to the contractor for employment unions as a source of employees, the contractor will use his/her consideration. best efforts to obtain the cooperation of such unions to increase opportunities for minority groups and women within the unions, b. In the event the contractor has a valid bargaining and to effect referrals by such unions of minority and female agreement providing for exclusive hiring hall referrals, he is employees. Actions by the contractor either directly or through a • expected to observe the provisions of that agreement to the contractor's association acting as agent will include the procedures extent that the system permits the contractor's compliance set forth below: with EEO contract provisions. (The DOL has held that where implementation of such agreements have the effect of a. The contractor will use best efforts to develop, in discriminating against minorities or women, or obligates the cooperation with the unions, joint training programs aimed contractor to do the same, such implementation violates toward qualifying more minority group members and women Executive Order 11246, as amended.) for membership in the unions and increasing the skills of minority group employees and women so that they may qualify c. The contractor will encourage his present for higher paying employment. employees to refer minority group applicants for employment. Information and procedures with regard to referring minority b. The contractor will use best efforts to incorporate group applicants will be discussed with employees. an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without 5. Personnel Actions: Wages, working conditions, and regard to their race, color, religion, sex, national origin, age or employee benefits shall be established and administered, and disability. personnel actions of every type, including hiring, Upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken c. The contractor is to obtain information as to the Page 2 referral practices and policies of the labor union except that meaningful minority and female representation among their to the extent such information is within the exclusive employees. possession of the labor union and such labor union refuses to fumish such information to the contractor, the contractor b. The contractors will submit an annual report to the SHA shall so certify to the SHA and shall set forth what efforts each July for the duration of the project, indicating the number of have been made to obtain such information. minority, women, and non - minority group employees currently engaged in each work classification required by the contract work. • d. In the event the union is unable to provide the This information is to be reported on Form FHWA -1391. If on -the contractor with a reasonable flow of minority and women job training is being required by special provision, the contractor referrals within the time limit set forth in the collective bargaining will be required to collect and report training data. agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without 11I. NONSEGREGATED FACILITIES regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable (Applicable to all Federal -aid construction contracts and to at minority group persons and women. (The DOL has held that it related subcontracts of $10,000 or more.) shall be no excuse that the union with which the contractor has a collective bargaining agreement providing for exclusive a. By submission of this bid, the execution of this contract referral failed to refer minority employees.) In the event the or subcontract, or the consummation of this material supply union referral practice prevents the contractor from meeting agreement or purchase order, as appropriate, the bidder, Federal - the obligations pursuant to Executive Order 11246, as aid construction contractor, subcontractor, material supplier, or amended, and these special provisions, such contractor shall vendor, as appropriate, certifies that the firm does not maintain or immediately notify the SHA. provide for its employees any segregated facilities at any of its establishments, and that the firm does not permit its employees to 8. Selection of Subcontractors, Procurement of perform their services at any location, under its control, where Materials and Leasing of Equipment: The contractor shall not segregated facilities are maintained. The firm agrees that a breach discriminate on the grounds of race, color, religion, sex, national of this certification is a violation of the EEO provisions of this • origin, age or disability in the selection and retention of contract. The firm further certifies that no employee will be subcontractors, including procurement of materials and leases of denied access to adequate facilities on the basis of sex or disability. equipment. b. As used in this certification, the term "segregated facilities" a. The contractor shall notify all potential means any waiting rooms, work areas, restrooms and washrooms, subcontractors and suppliers of his/her EEO obligations under restaurants and other eating areas, timeclocks, locker rooms, and • this contract. other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing b. Disadvantaged business enterprises (DBE), as facilities provided for employees which are segregated by explicit defined in 49 CFR 23, shall have equal opportunity to compete directive, or are, in fact, segregated on the basis of race, color, for and perform subcontracts which the contractor enters religion, national origin, age or disability, because of habit, local into pursuant to this contract. The contractor will use his best custom, or otherwise. The only exception will be for the disabled efforts to solicit bids from and to utilize DBE subcontractors when the demands for accessibility override (e.g. disabled parking). or subcontractors with meaningful minority group and female representation among their employees. Contractors shall c. The contractor agrees that it has obtained or will obtain identical obtain lists of DBE construction firms from SHA personnel. certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of material supply c. The contractor will use his best efforts to ensure agreements of $10,000 or more and that it will retain such subcontractor compliance with their EEO obligations. certifications in its files. 9. Records and Reports: The contractor shall keep such IV. PAYMENT OF PREDETERMINED MINIMUM WAGE records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three (Applicable to all Federal -aid construction contracts exceeding years following completion of the contract work and shall be $2,000 and to all related subcontracts, except for projects located available at reasonable times and places for inspection by on roaoways classified as local roads or rural minor collectors, authorized representatives of the SHA and the FHWA. which are exempt.) a. The records kept by the contractor shall document the 1. General: following: a. At mechanics and laborers employed or working upon (1) The number of minority and non - minority group the site of the work will be paid unconditionally and not less often members and women employed in each work classification than once a week and without subsequent deduction or rebate on on the project; any account (except such payroll deductions as are permitted by regulations (29 CFR 3) issued by the Secretary of Labor under the (2) The progress and efforts being made in cooperation Copeland Act (40 U.S.C. 276c)] the full amounts of wages and with unions, when applicable, to increase employment bona fide fringe benefits (or cash equivalents thereof) due at time opportunities for minorities and women; of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the Secretary (3) The progress and efforts being made in locating, of Labor (hereinafter "the wage determination ") which is attached hiring, training, qualifying, and upgrading minority and female hereto and made a part hereof, regardless of any contractual employees; and relationship which may be alleged to exist between the contractor or its subcontractors and such laborers and mechanics. The wage (4) The progress and efforts being made in securing determination (including any additional classifications and wage the services of DBE subcontractors or subcontractors with Page 3 rates conformed under paragraph 2 of this Section IV and the DOL d. In the event the contractor cr subcontractors, as poster (WH -1321) or Form FHWA -1495) shall be posted at all times appropriate, the laborers or mechanics to be employed in the by the contractor and its subcontractors at the site of the work in additional classification or their representatives, and the a prominent and accessible place where it can be easily seen by contracting officer do not agree on the proposed classification the workers. For the purpose of this Section, contributions made and wage rate (including the amount designated for fringe or costs reasonably anticipated for bona fide fringe benefits under benefits, where appropriate), the contracting officer shall Section 1 (b)(2) of the Davis -Bacon Act (40 U.S.C. 276a) on behalf refer the questions, including the views of at interested parties of laborers or mechanics are considered wages paid to such and the recommendation of the contracting officer, to the laborers or mechanics, subject to the provisions of Section IV, Wage and Hour Administrator for determination. Said paragraph 3b, hereof. AIso, for the purpose of this Section, regular Administrator, or an authorized representative, will issue a contributions made or costs incurred for more than a weekly period determination within 30 days of receipt and so advise the (but not less often than quarterly) under plans, funds, or programs, contracting officer or will notify the contracting officer within which cover the particular weekly period, are deemed to be the 30-day period that additional time is necessary. constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate e. The wage rate (including fringe benefits where and fringe benefits on the wage determination for the classification appropriate) determined pursuant to paragraph 2c or 2d of of work actually performed, without regard to skill, except as this Section IV shall be paid to all workers performing work in provided in paragraphs 4 and 5 of this Section IV. the additional classification from the first day on which work is performed in the classification. b. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for 3. Payment of Fringe Benefits: each classification for the time actually worked therein, provided, that the employer's payroll records accurately set forth the time a. Whenever the minimum wage rate prescribed in spent in each classification in which work is performed. the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the c. All rulings and interpretations of the Davis -Bacon Act contractor or subcontractors, as appropriate, shall either pay and related acts contained in 29 CFFR 1, 3, and 5 are herein the benefit as stated in the wage determination or shall pay incorporated by reference in this contract. another bona fide fringe benefit or an hourly case equivalent thereof. 2. Classification: b. If the contractor or subcontractor, as appropriate, a. The SHA contracting officer shall require that any does not make payments to a trustee or other third person, class of laborers or mechanics employed under the contract, he /she may consider as a part of the wages of any laborer or which is not listed in the wage determination, shall be classified mechanic the amount of any costs reasonably anticipated in in conformance with the wage determination. providing bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the b. The contracting officer shall approve an additional written request of the contractor, that the applicable standards classification, wage rate and fringe benefits only when the of the Davis -Bacon Act have been met. The Secretary of following criteria have been met: Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan • (1) the work to be performed by the additional or program. classification requested is not performed by a classification in the wage determination; 4. Apprentices and Trainees (Programs of the U.S. DOL) and Helpers: - (2) the additional classification is utilized in the area by the construction industry; a. Apprentices: (3) the proposed wage rate, including any bona (1) Apprentices will be permitted to work at less fide fringe benefits, bears a reasonable relationship to the than the predetermined rate for the work they performed wage rates contained in the wage determination: and when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered • (4) with respect to helpers, when such a with the DOL, Employment and Training Administration , Bureau classification prevails in the area in which the work is of Apprenticeship and Training, or with a State apprenticeship performed. agency recognized by the Bureau, or if a person is employed in his /her first 90 days of probationary employment as an c. If the contractor or subcontractors, as appropriate, apprentice in such an apprenticeship program, who is not the laborers and mechanics (if known) to be employed in the individually registered in the program, but who has been additional classification or their representatives, and the certified by the Bureau of Apprenticeship and Training or a contracting officer agree on the classification and wage rate State apprenticeship agency (where appropriate) to be eligible - (including the amount designated for fringe benefits where for probationary employment as an apprentice. appropriate), a report of the action taken shall be sent by the contracting officer to the DOL, Administrator of the Wage and (2) The allowable ratio of apprentices to Hour Division, Employment Standards Administration, journeyman -level employees on the job site in any craft Washington, D.C. 20210. The Wage and Hour Administrator, classification shall not be greater than the ratio permitted to or an authorized representative, will approve, modify, or the contractor as to the entire work force under the registered disapprove every additional classification action within 30 program. Any employee listed on a payroll at an apprentice days of receipt and so advise the contracting officer or will wage rate, who is not registered or otherwise employed as notify the contracting officer within the 30 -day period that stated above, shall be paid not less than the applicable wage additional time is necessary. rate listed in the wage determination for the classification of work actually performed. In addition, any apprentice performing Page 4 • work on the job site in excess of the ratio permitted under the Administration withdraws approval of a training program, the registered program shall be paid not less than the applicable contractor or subcontractor will no longer be permitted to wage rate on the wage determination for the work actually utilize trainees at less than the applicable predetermined rate performed. Where a contractor or subcontractor is performing for the work performed until an acceptable program is construction on a project on a locality other than that in which approved. its program is registered, the ratios and wage rates (expressed in percentages of the journeyman -level hourly rate) specified c Helpers: in the contractor's or subcontractor's registered program shall be observed. Helpers will be permitted to work on a project if the helper classification is specified and defined on the applicable (3) Every apprentice must be paid at not less than wage determination or is approved pursuant to the the rate specified in the registered program for the apprentice's conformance procedure set forth in Section IV.2. Any worker level of progress, expressed as a percentage of the listed on a payroll at a helper wage rate, who is not a helper journeyman -level hourly rate specified in the applicable wage under a approved definition, shall be paid not less than the determination. Apprentices shall be paid fringe benefits in applicable wage rate on the wage determination for the accordance with the provisions of the apprenticeship program. classification of work actually performed. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits 5. Apprentices and Trainees (Programs of the U.S. listed on the wage determination for the applicable DOT): classification. If the Administrator the Wage and Hour Division determines that a different practice prevails for the applicable Apprentices and trainees working under apprenticeship and apprentice classification, fringes shall be paid in accordance skill training programs which have been certified by the Secretary with that determination. of Transportation as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirements (4) In the event the Bureau of Apprenticeship and of paragraph 4 of this Section IV. The straight time hourly wage Training, or a State apprenticeship agency recognized by the rates for apprentices and trainees under such programs will be Bureau, withdraws approval of an apprenticeship program, established by the particular programs. The ratio of apprentices the contractor or subcontractor will no longer be permitted to and trainees to journeymen shall not be greater than permitted by utilize apprentices at less than the applicable predetermined the terms of the particular program. rate for the comparable work performed by regular employees until an acceptable program is approved. 6. Withholding: b. Trainees: The SHA shall upon its own action or upon written request of an authorized representative of the DOL withhold, or cause to be (1) Except as provided in 29 CFR 5.16, trainees will withheld, from the contractor or subcontractor under this contract not be permitted to work at Tess than the predetermined rate or any other Federal contract with the same prime contractor, or • for the work performed unless they are employed pursuant any other Federally- assisted contract subject to Davis -Bacon to and individually registered in a program which has received prevailing wage requirements which is held by the same prime • prior approval, evidenced by formal certification by the DOL, contractor, as much of the accrued payments or advances as may Employment and Training Administration. be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or (2) The ratio of trainees to journeyman -level any subcontractor the full amount of wages required by the employees on the job site shall not be greater than permitted contract. In the event of failure to pay any laborer or mechanic, • under the plan approved by the Employment and Training including any apprentice, trainee, or helper, employed or working Administration. Any helper listed on the payroll at a trainee on the site of the work, all or part of the wages required by the rate who is not registered and participating in a training plan contract, the SHA contracting officer may, after written notice to approved by the Employment and Training Administration shall the contractor, take such action as may be necessary to cause the be paid not less than the applicable wage rate on the wage suspension of any further payment, advance, or guarantee of determination for the classification of work actually performed. funds until such violations have ceased. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program 7. Overtime Requirements: shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of (3) Every trainee must be paid at not less than the laborers, mechanics, watchmen, or guards (including apprentices, rate specified in the approved program for his/her level of trainees, and helpers described in paragraphs 4 and 5 above) • progress, expressed as a percentage of the journeyman- shall require or permit any laborer, mechanic, watchman, or guard level hourly rate specified in the applicable wage determination. in any workweek in which he /she is employed on such work, to Trainees shall be paid fringe benefits in accordance with the work in excess of 40 hours in such workweek unless such laborer, provisions of the trainee program. If the trainee program mechanic, watchman, or guard receives compensation at a rate does not mention fringe benefits, trainees shall be paid the full not less than one - and - one -half times his/her basic rate of pay for amount of fringe benefits listed on the wage determination all hours worked in excess of 40 hours in such workweek. unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated 8. Violation: with the corresponding joumeyman -level wage rate on the wage determination which provides for Tess than full fringe Liability for Unpaid Wages; Liquidated Damages: In the event benefits for apprentices, in which case such trainees shall of any violation of the clause set forth in paragraph 7 above, the receive the same fringe benefits as apprentices. contractor and any subcontractor responsible thereof shall be liable to the affected employee for his/her unpaid wages. In addition, • (4) In the event the Employment and Training Page 5 such contractor and subcontractor shall be liable to the United approved programs shall maintain written evidence of the States (in the case of work done under contract for the District of registration of apprentices and trainees, and ratios and wage Columbia or a territory, to such District or to such territory) for rates prescribed in the applicable programs. liquidated damages. Such liquidated damages shad be computed with respect to each individual laborer, mechanic, watchman, or c. Each contractor and subcontractor shall fumish, each guard employed in violation of the clause set forth in paragraph 7, week in which any contract work is perlomied, to the SHA in the sum of $10 for each calendar day on which such employee resident engineer a payroll of wages paid each of its employees was required or permitted to work in excess of the standard work (including apprentices, trainees, and helpers, described in week of 40 hours without payment of the overtime wages required Section IV, paragraphs 4 and 5, and watchmen and guards by the clause set forth in paragraph 7. engaged on work during the preceding weekly payroll period). The payroll submitted shall set out accurately and completely all 9. Withholding for Unpaid Wages and Liquidated of the information required to be maintained under paragraph Damages: 2b of this Section V. This information may be submitted in any form desired. Optional Form WH -347 is available for this purpose The SHA shall upon its own action or upon written request of and may be purchased from the Superintendent of Documents any authorized representative of the DOL withhold, or cause to be (Federal stock number 029 - 005 - 0014 -1 1, U.S. Govemment withheld, from any monies payable on account of work performed Printing Office, Washington, D.C. 20402. The prime contractor by the contractor or subcontractor under any such contract or is responsible for the submission of copies of payrolls by all any other Federal contract with the same prime contractor, or any subcontractors. other Federally- assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime d. Each payroll submitted shall be accompanied by a • contractor, such sums as may be determined to be necessary to "Statement of Compliance," signed by the contractor or satisfy any liabilities of such contractor or subcontractor for unpaid subcontractor or his/her agent who pays or supervises the wages and liquidated damages as provided in the clause set forth payment of the persons employed under the contract and shall in paragraph 8 above. certify the following: V. STATEMENTS AND PAYROLLS (1) that the payroll for the payroll period contains the information required to be maintained under paragraph (Applicable to all Federal -aid construction contracts exceeding 2b of this Section V and that such information is correct $2,000 and to all related subcontracts, except for projects located and complete; • on roadways classified as local roads or rural collectors, which are exempt.) (2) that such laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract 1. Compliance with Copeland Regulations (29 CFR 3): during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, • The contractor shall comply with the Copeland Regulations of and that no deductions have been made either directly or the Secretary of Labor which are herein incorporated by reference. indirectly from the full wages earned, other than permissible deductions as set forth in the Regulations, 29 CFR 3; 2. Payrolls and Payroll Records: (3) that each laborer or mechanic has been paid not a. Payrolls and basic records relating thereto shall be less that the applicable wage rate and fringe benefits or maintained by the contractor and each subcontractor during cash equivalent for the classification of worked performed, the course of the work and preserved for a period of 3 years as specified in the applicable wage determination from the date of completion of the contract for all laborers, incorporated into the contract. mechanics, apprentices, trainees, watchmen, helpers, and guards working at the site of the work. e. The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH- b. The payroll records shall contain the name, social 347 shall satisfy the requirement for submission of the • security number, and address of each such employee; his or "Statement of Compliance" required by paragraph 2d of this her correct classification; hourly rates of wages paid Section V. (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalent thereof the types f. The falsification of any of the above certifications described in Section 1 (b)(2)(B) of the Davis Bacon Act); may subject the contractor to civil or criminal prosecution under daily and weekly number of hours worked; deductions made; 18 U.S.C. 1001 and 31 U.S.C. 231. and actual wages paid. In addition, for Appalachian contracts, the payroll records shall contain a notation indicating whether g. The contractor or subcontractor shall make the the employee does, or does not, normally reside in the labor records required under paragraph 2b of this Section V available • area as defined in Attachment A, paragraph 1. Whenever the for inspection, copying, or transcription by authorized Secretary of Labor, pursuant to Section IV, paragraph 3b, representatives of the SHA, the FHWA, or the DOL, and shall has found that the wages of any laborer or mechanic include permit such representatives to interview employees during the amount of any costs reasonably anticipated in providing working hours on the job. If the contractor or subcontractor benefits under a plan or program de- scribed in Section 1 fails to submit the required records or to make them available, (b)(2)(B) of the Davis Bacon Act, the contractor and each the SHA, the FHWA, the DOL, or all may, after written notice to subcontractor shall maintain records which show that the the contractor, sponsor, applicant, or owner, take such actions commitment to provide such benefits is enforceable, that the as may be necessary to cause the suspension of any further plan or program is financially responsible, that the plan or payment, advance, or guarantee of funds. FuE1:hermore, failure program has been communicated in writing to the laborers or to submit the required records upon request or to make such mechanics affected, and show the cost anticipated or the records available may be grounds for debarment action pursuant actual cost incurred in providing benefits. Contractors or to 29 CFR 5.12. subcontractors employing apprentices or trainees under Page 6 VI. RECORD OF MATERIALS, SUPPLIES, AND LABOR 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the SHA 1. On all Federal -aid contracts on the National Highway contracting officer, or authorized representative, and such consent System, except those which provide solely for the installation of when given shall not be construed to relieve the contractor of any protective devices at railroad grade crossings, those which are responsibility for the fulfillment of the contract. Written consent constructed on a force account or direct labor basis, highway will be given only after the SHA has assured that each subcontract beautification contracts, and contracts for which the total final is evidenced in writing and that it contains all pertinent provisions • construction cost for roadway and bridge is less than $1,000,000 and requirements of the prime contract. (23 CFR 635) the contractor shall: VIII. SAFETY: ACCIDENT PREVENTION a. Become familiar with the list of specific materials and supplies contained in Form FHWA -47, "Statement of 1. In the performance of this contract the contractor shall Materials and Labor Used by Contractor of Highway comply with all applicable Federal, State, and local laws governing Construction Involving Federal Funds," prior to the safety, health, and sanitation (23 CFR 635). The contractor shall commencement of work under this contract. provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the SHA • b. Maintain a record of the total cost of all materials contracting officer may determine, to be reasonably necessary to and supplies purchased for and incorporated in the work, protect the life and health of employees on the job and the safety • and also of the quantities of those specific materials and of the public and to protect property in connection with the supplies listed on Form FHWA -47, and in the units shown on performance of the work covered by the contract. Form FHWA -47. c. Fumish, upon the completion of the contract, to the SHA resident engineer on Form FHWA -47 together 2. It is a condition of this contract, and shall be Made a • with the data required in paragraph 1 b relative to materials condition of each subcontract, which the contractor enters into and supplies, a final labor summary of all contract work pursuant to this contract, that the contractor and any subcontractor indicating the total hours worked and the total amount eamed. shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, 2. At the prime contractor's option, either a single report hazardous or dangerous to his/her health or safety, as determined covering all contract work or separate reports for the contractor under construction safety and health standards (29 CFR 1926) and for each subcontract shall be submitted. promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 VII. SUBLETTING OR ASSIGNING THE CONTRACT U.S.C. 333). 1. The contractor shall perform with its own organization 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract contract work amounting to not less than 30 percent (or a greater that the Secretary of Labor or authorized representative thereof, percentage if specified elsewhere in the contract) of the total shall have right of entry to any site of contract performance to original contract price, excluding any specialty items designated inspect or investigate the matter of compliance with the construction by the State. Specialty items may be performed by subcontract safety and health standards and to carry out the duties of the and the amount of any such specialty items per - formed may be Secretary under Section 107 of the Contract Work Hours and deducted from the total original contract price before computing Safety Standards Act (40 U.S.C. 333). the amount of work required to be performed by the contractor's own organization (23 CFR 635). IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS a. "Its own organization "shall be construed to include In order to assure high quality and durable construction in only workers employed and paid directly by the prime conformity with approved plans and specifications and a high contractor and equipment owned or rented by the prime degree of reliability on statements and representations made by contractor, with or without operators. Such term does not engineers, contractors, suppliers, and workers on Federal -aid include employees or equipment of a subcontractor, assignee, highway projects, it is essential that all persons concemed with or agent of the prime contractor. the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or b. "Specialty Items" shall be construed to be limited to misrepresentation with respect to any facts related to the project work that requires highly specialized knowledge, abilities, or is a violation of Federal law. To prevent any misunderstanding • equipment not ordinarily available in the type of contracting regarding the seriousness of these and similar acts, the following • organizations qualified and expected to bid on the contract as notice shall be posted on each Federal -aid highway project (23 a whole and in general are to be limited to minor components CFR 635) in one or more places where it is readily available to all of the overall contract. persons concemed with the project: 2. The contract amount upon which the requirements set NOTICE TO ALL PERSONNEL ENGAGED ON FEDERAL -AID forth in paragraph 1 of Section VII is computed includes the cost of HIGHWAY PROJECTS material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 18 U.S.C. 1020 reads as follows: 3. The contractor shall furnish (a) a competent "Whoevei being an officer, agent, or employee of the Un /ted superintendent or supervisor who is employed by the firm, has full States, or of any State or Territory, or whoever, whether person, authority to direct performance of the work in accordance with the association, firm, or corporation, knowingly makes any fa /se contract requirements, and is in charge of all construction statement, false representation, or false report astothecharacter, operations (regardless of who performs the work) and (b) such quality, quantity, or cost of the material used or to be used, or the other of its own organizational resources (supervision, quantityorqual /tyofthe work performedortobeperformed, or the management, and engineering services) as the SHA contracting cost thereof in connection with the submission of plans, maps, officer determines is necessary to assure the performance of the specifications, contracts, or costs of construction on any highway contract. Page 7 or re /ated project submitted for approval to the Secretary' of b. The inability of a person to provide the certification Transportation; or set out below will not necessarily result in denial of participation in this covered transaction. The prospective participant shall Whoever knowingly makes any fa/se statement, false submit an explanation of why it cannot provide the certification representation, fa /se report or fa /se claim with respect to the set out below. The certification or explanation will be character quality, quantity, or cost of any work performed or to be considered in connection with the department or agency's performedd ormatena /s famished or to be famished, in connection determination whether to enter into this transaction. However, with the construction of any highway or related projecta,proved failure of the prospective primary participant to furnish a by the Secretary of Transportation; or certification or an explanation shall disqualify such a person from participation in this transaction. Whoever knowingly makes any fa /se statement or fa /se representation as to matena/ fact in any statement, certificate, or c. The certification in this clause is a material representation report submitted pursuant to provisions of the Federa / -aid Roads of fact upon which reliance was placed when the department Act approved July /, 1.916, (3.9 Stat. 355), as amended and or agency determined to enter into this transaction. if it is later supplemented,. determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other Sha / /be fined not more than 310,000 or imprisoned not more remedies available to the Federal Government, the department than 5years orboth. " or agency may terminate this transaction for cause of default. X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL d. The prospective primary participant shall provide WATER POLLUTION CONTROL ACT immediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary (Applicable to all Federal -aid construction contracts and to all participant leams that its certification was erroneous when related subcontracts of $100,000 or more.) submitted or has become erroneous by reason of changed • circumstances. By submission of this bid or the execution of this contract, or subcontract, as appropriate, the bidder, Federal -aid construction e. The terms "covered transaction," "debarred," "suspended," contractor, or subcontractor, as appropriate, will be deemed to "ineligible," lower tier covered transaction," "participant," have stipulated as follows: "person," "primary covered transaction," "principal," "proposal," and "voluntarily excluded, "as used in this clause, 1. That any facility that is or will be utilized in the performance have the meanings set out in the Definitions and Coverage of this contract, unless such contract is exempt under the Clears sections of rules implementing Executive Order 12549. You Air Act, as amended (42 U.S.C. 1857 at seq., as amended by may contact the department or agency to which this proposal Pub.L 91 - 604), and under the Federal Water Pollution Control Act, is submitted for assistance in obtaining a copy of those as amended (33 U.S.C. 1251 et seq., as amended by Pub.L. 92- regulations. 500), Executive Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on f. The prospective primary participant agrees by submitting the U.S. Environmental Protection Agency (EPA) List of Violating this proposal that, should the proposed covered transaction Facilities pursuant to 40 CFR 1520. be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, 2. That the firm agrees to comply and remain in compliance suspended, declared ineligible, or voluntarily excluded from • with all the requirements of Section 1 14 of the Clean Air Act and participation in this covered transaction, unless authorized Section 308 of the Federal Water Pollution Control Act and all by the department or agency entering into this transaction. regulations and guidelines listed thereunder. g. The prospective primary participant '.further agrees by 3. That the firm shall promptly notify the SHA of the receipt submitting this proposal that it will include the clause titled of any communication from the Director, Office of Federal Activities, "Certification Regarding Debarment, Suspension, Ineligibility EPA, indicating that a facility that is or will be utilized for the contract and Voluntary Exclusion -Lower Tier Covered Transaction," is under consideration to be listed on the EPA List of Violating provided by the department or agency entering into this Facilities. covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier 4. That the firm agrees to include or cause to be included covered transactions, the requirements of paragraph 1 through 4 of this Section X in every nonexempt subcontract, and further agrees to take such h. A participant in a covered transaction may rely upon a action as the govemment may direct as a means of enforcing such certification of a prospective participant in a lower tier covered requirements. transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it XI. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, knows that the certification is erroneous. A participant may INELIGIBILITY AND VOLUNTARY EXCLUSION decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not 1. Instructions for Certification - Primary Covered required to, check the nonprocurement portion of the "Lists of Transactions: Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is (Applicable to all Federal -aid contracts - 49 CFR 29) compiled by the General Services Administration. a. By signing and submitting this proposal, the i. Nothing contained in the foregoing shall be construed to prospective primary participant is providing the certification require establishment of a system of records in order to render set out below. in good faith the certification required by this clause. The knowledge and information of participant is not required to Page 8 exceed that which is normally possessed by a prudent person including suspension and/or debarment. in the ordinary course of business dealings. c. The prospective lower tier participant shall provide j. Except for transactions authorized under paragraph f of immediate written notice to the person to which this proposal these instructions, if a participant in a covered transaction is submitted if at any time the prospective lower tier participant .. knowingly enters into a lower tier covered transaction with a learns that its certification was erroneous by reason of person who is suspended, debarred, ineligible, or voluntarily changed circumstances. excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the d. The terms "covered transaction," "debarred," depart- mentor agency may terminate this transaction for cause "suspended," "ineligible," "primary covered transaction," or default. "participant," "person," "principal," "proposal, "and `voluntarily excluded," as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy Certification Regarding Debarment, Suspension, of those regulations. Ineligibility and Voluntary Exclusion - Primary Covered Transactions e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered 1. The prospective primary participant certifies its transaction be entered into, it shall not knowingly enter into knowledge and belief, that it and its principals: to the best of its any lower tier covered transaction with a person who is knowledge and belief, that is and its principals: debarred, suspended, declared ineligible, or voluntarily • excluded from participation in this covered transaction, unless • ' a. Are not presently debarred, suspended, proposed authorized by the department or agency with which this for debarment, declared ineligible, or voluntarily excluded transaction originated. from covered transactions by any Federal department or agency; f. The prospective lower tier participant further agrees by submitting this proposal that it wit include this clause titled b. Have not within a 3 -year period preceding this "Certification Regarding Debarment, Suspension, Ineligibility • proposal been convicted of or had a civil judgement rendered and Voluntary Exclusion -Lower Tier Covered Transaction," against them for commission of fraud or a criminal offense in without modification, in all lower tier covered transactions connection with obtaining, attempting to obtain, or performing and in all solicitations for lower tier covered transactions. a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust g. A participant in a covered transaction may rely upon a statutes or commission of embezzlement, theft, forgery, certification of a prospective participant in a lower tier covered • bribery, falsification or destruction of records, making false transaction that is not debarred, suspended, ineligible, or statements, or receiving stolen property; voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may c. Are not presently indicted for or otherwise criminally decide the method and frequency by which it determines the or civilly charged by a governmental entity (Federal, State or eligibility of its principals. Each participant may, but is not local) with commission of any of the offenses enumerated in required to, check the Nonprocurement List. paragraph 1 b of this certification; and h. Nothing contained in the foregoing shall be construed to d. Have not within a 3 -year period preceding this require establishment of a system of records in order to render • application/proposal had one or more public transactions in good faith the certification required by this clause. The (Federal, State or local) terminated for cause or default. knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person 2. Where the prospective primary participant is unable to in the ordinary course of business dealings. certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a * * * * person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to 2. Instructions for Certification - Lower Tier Covered other remedies available to the Federal Government, the Transactions: department or agency with which this transaction originated may pursue available remedies, including suspension and/or (Applicable to all subcontracts, purchase orders and other debarment. lower tier transactions of $25,000 or more - 49 CFR 29) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. Certification Regarding Debarment, Suspension, Ineligibility Voluntary Exclusion —Lower Tier Covered b. The certification in this clause is a material representation Transactions: and of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective 1. The prospective lower tier participant certifies, by lower tier participant knowingly rendered an erroneous submission of this proposal, that neither it nor its principals is certification, in addition to other remedies available to the presently debarred, suspended, proposed for debarment, declared Federal Government, the department, or agency with which ineligible, or voluntarily excluded from participation in this transaction this transaction originated may pursue available remedies, by any Federal department or agency. Page 9 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. XI1. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Applicable to all Federal -aid construction contracts and to all related subcontracts which exceed $100,000 - 49 CFR 20) • 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any - Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting his or her bid or proposal that he or she shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. Page 10 ATTACHMENT A - EMPLOYMENT PREFERENCE FOR • APPALACHIAN CONTRACTS (Applicable to Appalachian contracts only.) 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on -site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly • residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph 1 c shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph 4 below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which he estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, he shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, within 1 week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph 1 c above. 5. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on -site work. Page 11 AMENDMENT REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS (Exclusive of Appalachian Contracts) Under Section IV, Paragraph 2b(4) is deleted. Under Section IV, Paragraph 4, "and helpers" is deleted from the title. Under Section IV, Paragraph 4a(1), add: The provisions in this section allowing apprentices to work at Tess than the predetermined rate when they -are registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, or with the Bureau of Apprenticeship and Training, does not preclude a requirement for the Contractor to pay apprentices the full applicable predetermined rate in the event a State Apprenticeship Agency, recognized by the Bureau, has not approved, or withdraws approval, of an apprenticeship program. Under Section IV, Paragraph 4c is deleted. Under Section IV, Paragraph 6 is revised by deleting "helpers" and "helper ". Under Section IV, Paragraph 7 is revised by deleting "helpers ". Under Section V, Paragraph 2a is revised by deleting "helpers ". Under Section V, Paragraph 2d(2) is revised by deleting "helper ". Amendment to Form FHWA 1273 Revised June 27, 1994 CONTRACT THIS AGREEMENT, made and entered into in triplicate, this 11 day of , 2002, by and between the City of Yakima, hereinafter called the Owner, and Durand's, Inc. a Washington 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: $459,567.80 which includes the Ad Alternate, for Pathway & Sidewalk Enhancement Projects, Project Nos. 1753„ 1903, 1904, 1905, 1937, 1938, 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. Work shall start within ten (10) days after the Notice to Proceed and shall be completed in Sixty (60) 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 11 day of d 2002. ' .:: E �i 1)s � ° , a :dam - Corporation • Contractor l , • Ci anager Attest: 4:0-(24/L--J (Print Name) City Clerk 'AFs 4 Its - �; (President, Owner, etc.) );\ 'I Address: _S 171 PERFORMANCE BOND .f BOND TO CITY OF YAKIMA Bond # : 400SM987202 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Durand' s , Inc . a Washington Corporation as Principal and Fidelity and Guaranty Insuranc% Company corporation organized and existing under the laws of the State of Iowa as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety, are jointly and severally held and firmly bound to the CITY OF YAKIMA in the penal sum of `v 459,567. 80 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinances of the CITY OF YAKIMA. DATED at Yakima, Washington, this day of February 2002 Never- the -less, the conditions of the above obligations are such that: • WHEREAS, pursuant to action taken by the Yakima City Council on Feb • 20 0 the City Manager and City Clerk of the CITY OF + YAKIMA has let or is about to let to the said Durand' s , Inc . the above bounded Principal, a certain contract, the said contract being numbered , and providing for Pathway & Sidewalk Enhance Weh isTtbat je referred to herein and is made a part hereof as though attached hereto), and, Project No. 1753, 1904, 190, 1938, 1937 & 1903 WHEREAS, the said Principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW THEREFORE, if the said Durand' s , Inc. shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, sub - contractors and material men, and all persons who shall supply said principal or sub - contractors with provisions and supplies for the carrying on of said work, and shall hold said CITY OF ir YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any sub - contractor in the performance of said work and shall • indemnify and hold the CITY OF YAKIMA, its employees, agents, and elected or appointed officials, harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under 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 other otherle it aa sn andre in full force and effect. r ,Vador (Print Name) Approve as to form: � Its: c�x r F (President, Owner, etc...) (City Attorney) Fidel tly and Guaranty Insurance Company (Sure ) By: e_i_,...) „XT7/./ Donna S. Martinez (Print Name) ' Its: Attorney —in —Fact .. 173 The StPaill 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 A 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 ( s��ro 41 Iu. GOM1FORATf:t�' y " � " ^w,rMVITED f T ]` " °' 1977 r 1951 JOHN E PHINNEY, Vice President s �o.STsALfi1 N _' �OFNfN `� lg •w.: AN } Tss • 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. 4 4, O � GGP CF` IW V^^" • In Witness Whereof, I hereunto set my hand and official seal. UB� My Commission expires the 13th day of July, 2002. di RE BECCA EASLEY - ONOKALA, Notary Public 8 E CM 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 instrurnents 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 terrns and lirnitations of the Power of Attorney issued them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s) -in -Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Thomas E. Huibregtse, Assistant Secretary of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St, Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc. do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I hereunto set my hand this day of _ February , 2002 • slurry tt f �P NUgq.. G :tt' W,.. ntr•r� /�y / � ... !� ro * q Q� O - "Yi Pt0R � iW: G .Ci^" F s eC � AU _ ATED 7��� � � � ... e mi tf! a � 7� itp v 2 .�� IRC!!R � �"a*'R n i'� , '1951 g r , y� SEAL o, SEAL. 1,1 9 '�OF N c �N` lg p 6 1$ � !/ # . s.. ' tY a ; x �. �+ AMi y ' • a Thomas E. Huibre Assistant Secretary To verify the authenticity of this Power of Attorney, call 1- 800 -421 -3880 and ask for the Power of Attorney clerk. Please refer to the Power of Attorney number, the above -named individuals and the details of the bond to which the power is attached. - • ' ACORD CERTIFICATE OF LIABILITY INSURANCE 1 02 /11 /2o 2 ?RODUCER (509)248 - 3515 FAX (509)248 - 3673 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Terril , Lewis and Wilke Insurance Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P 0 Box 1789 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 112 5 4th Street INSURERS AFFORDING COVERAGE Yakima, WA 98907 INSURED INSURER A: Transcontinental Insurance Co. Durand ' s , Inc. INSURER B: Continental Casualty Ins I 5260 Highway 24 INSURER C: Moxee, WA 98936 INSURER D: I INSURER,E: COVERAGES '- THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INS RED 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 DESCRIB D HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUC?b B1 PAID CLAIMS. aNSR P,QLICY EFFEECCTIVE POLICY EXPIRATION • 1 LTR TYPE OF INSURANCE POLICY`f U1 1B�R ^DATE (MM/DD/YY) DATE (MM/DD/Y) LIMITS GENERAL LIABILITY 2050020484 ' ,,,,, ';;'08,/15/2001 08/15/2002 EACH OCCURRENCE $ 1,000,001 a X COMMERCIAL GENERAL LIABILITY �+? d FIRE DAMAGE (Any one fire) $ 100,000 CLAIMS MADE OCCUR ., "" pie / MED EXP (Any one person) $ 5,000 1 A X Per Proj Aggregate PERSONAL & ADV INJURY $ 1,000,001 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: . .. PRODUCTS - COMP /OP AGG $ 2,000,001 7 POLICY X PE a LOC .: ' AUTOMOBILE LIABILITY 2050020520 ..'.- ' 08/15/2001 08/15/2002 ' COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,001 - ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) B X HIRED AUTOS BODILY INJURY X NON -OWNED AUTOS (Per accident) $ - PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ I AUTO ONLY: AGG $ EXCESS LIABILITY EACH OCCURRENCE $ I OCCUR CLAIMS MADE a e AGGREGATE $ , J ' D ta=% $ DEDUCTIBLE / — ---may $ RETENTION $ $ s WORKERS COMPENSATION AND 2050020484/STOP OAP.--- � 0$75�T 0 8/15/2002 WC STATU- TORY LIMITS X OTH- ER A EMPLOYERS° LIABILITY i "' , 'NIF 0 E.L. EACH ACCIDENT $ 1,000,000 ��•-" �� E.L. DISEASE - EA EMPLOYE $ 1,000,000 ... ".•.. E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER L DESCRIPTION OF OPERATIONS /LOCATIONSNEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS ity of Yakima, its Agents, Employees, and elected or appointed officials as additional insureds . Is respects project # 1753, 1904, 1905, 1938, 1937 & 1903 Pathways and Sidewalk Enhancement k oids & Replaces Certificate Dated 2/5/2002 CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE ' EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILLX MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, I City of Yakima XI CX XXXXXXXXI XOUQd( XIDQXIEIX(X)00000 XXXXX 129 N. 2nd Street 10X1 09004DII000e XiXiXENMGX C XMXWX(r1 CXXXXXXXX . Yakima, WA 98901 AUTHORIZED REPRESENTATIVE I Christopher Malland /LEAH - - ACORD 25 -S (7/97) ©ACORD CORPORATION 1988 INSURED: Durand' s, Inc. COMMERCIAL GENERAL LIABILITY POLICY NUMBER: 2050020484 POLICYPERIOD: 8/15/2001 to 8/15/2002 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 Name of Person or Organization: City of Yakima Its Agents, Employees and Elected or Appointed Officials 129 N. 2nd Street Yakima, WA 98901 • RE: Pathways and Sidewalk Enhancement Projects #1753, 1904, 1905, 1938, 1937 & 1903 (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. CG 20 10 11 85 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 than 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 , 200 Notary Public in and for the State of Washington residing at • 179 PREVAILING WAGE RATES Prevailing Wage Rates for Yakima County (with Supplemental Wage Rates & Benefit Key Code) PREVAILING WAGE RATES The prevailing rate of wages to be paid to all workmen, laborers, or mechanics employed in the performance of any part of this contract shall be in accordance with the provisions of Chapter 39.12 RCW, as amended. The rules and regulations of the Department of Labor and Industries are by reference made a part of this contract as though fully set forth herein. The current schedule of prevailing wage rates for the locality or localities where this contract will be performed, as determined by the Industrial Statistician of the Department of Labor and Industries, are included in these contract documents. Inasmuch as the contractor will be held responsible for paying the prevailing wages, it is imperative that all contractors familiarize themselves with the current wage rates, as determined by the Industrial Statistician of the Department of Labor and Industries, before submitting bids based on these specifications. In case any dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interest, including labor and management representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and industries of the State and his decision therein shall be final and conclusive and biding on all parties involved in the dispute as provided for by RCW 39.12.060 as amended. Current prevailing wage rules and data can be furnished by the Industrial Statistician upon • request. You may submit your request to: Department of Labor and Industries ESAC Division PO Box 44540 Olympia, Washington 98504 -4540 Telephone: 360- 902 -5335 181 STATE WAGE RATES ARE INSERTED FOLLOWING THIS PAGE 183 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 Tess than this total. A brief description of overtime calculation requirements is provided on the Benefit Code Key. YAKIMA COUNTY Effective 08 -31 -01 * - (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $24.25 1M 5D 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 1B 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 ELECTRICIANS - INSIDE JOURNEY LEVEL $36.81 1J 5Z ELECTRICIANS - POWERLINE 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 Page 1 YAKIMA COUNTY • Effective 08 -31 -01 . * (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code . 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 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 INSULATION APPLICATORS JOURNEY LEVEL $34.34 1M 5D • 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 IM 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 50 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 50 HAZARDOUS WASTE WORKER LEVEL B $24.73 1M 5D Page 2 YAKIMA COUNTY Effective 08 -31 -01 * (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code HAZARDOUS WASTE WORKER LEVEL C $24.25 1M 5D HIGH SCALER $25.09 1M 5D • HOD CARRIER - $24.73 1 M 50 JACKHAMMER $24.73 1 M 5D LASER BEAM OPERATOR $24.73 1M 5D MINER $25.09 1M 5D NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $24.73 1M 5D 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 50 POT TENDER $24.25 1M 5D POWDERMAN $25.09 1M 50 POWDERMAN HELPER $24.25 1M 50 POWERJACKS $24.73 1M 5D . RAILROAD SPIKE PULLER (POWER) $24.73 1M 5D RE- TIMBERMAN $25.09 1M 5D RIPRAP MAN $24.25 1 M 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 51) STOCKPILER $24.25 1M 5D TAMPER & SIMILAR ELECTRIC, AIR & GAS $24.73 1M 5D TAMPER (MULTIPLE & SELF PROPELLED) $24.73 1 M 5D TOOLROOM MAN (AT JOB SITE) $22.53 1M 5D TOPPER - TAILER $24.25 1 M 50 TRACK LABORER $24.25 1 M 5D . TRACK LINER (POWER) $24.73 1M 5D TUGGER OPERATOR $24.73 1 M 5D . VIBRATING SCREED (AIR, GAS, OR ELECTRIC) $24.25 1 M 5D VIBRATOR $24.73 1 M 5D WELDER $24.25 1M 5D WELL -POINT LABORER $24.73 1 M 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 PAINTERS JOURNEY LEVEL $16.75 1 PLASTERERS • JOURNEY LEVEL $35.63 1R 5A PLUMBERS & PIPEFITTERS • JOURNEY LEVEL $40.40 1Q 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS $33.59 1T 5D 8L 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 1T 5D 8L BACKHOES, (75 HP & UNDER) $35.69 1T 5D 8L Page 3 YAIKIMA COUNTY Effective 08 -31 -01 * (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code BACKHOES, (OVER 75 HP) $36.05 1T 5D 8L BARRIER MACHINE (ZIPPER) $36.05 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE - $36.05 1T 5D 8L BELT LOADERS (ELEVATING TYPE) $35.69 1T 5D 8L BOBCAT $33.59 1T 5D 8L BROOMS $33.59 1T 5D 8L BUMP CUTTER $36.05 1T 5D 8L CABLEWAYS $36.49 1T 5D 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 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $35.69 1T 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 WITH $36.49 1T 5D 8L ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB WITH $36.99 1T 5D 8L ATTACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB WITH $37.49 1T 5D 8L ATTACHMENTS) CRANES, A- FRAME, 10 TON AND UNDER $33.59 1T 50 8L CRANES, A- FRAME, OVER 10 TON $35.69 1T 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 5D 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 5D 8L CRUSHERS $36.05 1T 5D 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 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT -TYPE $33.59 1T 50 8L EQUIPMENT SERVICE ENGINEER (OILER) $35.69 1T 5D 8L ' FINISHING MACHINE /BIDWELL GAMACO AND SIMILAR EQUIP 536.05 1T 5D 8L FORK LIFTS, (3000 LBS AND OVER) 535.69 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) $33.59 1T 5D 8L . GRADE ENGINEER $35.69 1T 5D 8L GRADECHECKER AND STAKEMAN $33.59 1T 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 IT 5D 8L • HYDRALIFTS /BOOM TRUCKS (10 TON & UNDER) $33.59 1T 5D 8L HYDRALIFTS /BOOM TRUCKS (OVER 10 TON) $35.69 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) $36.49 1T 5D 8L LOADERS, OVERHEAD (8 YD & OVER) $36.99 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FETED $36.05 1T 5D 8L LOCOMOTIVES, ALL $36.05 1T 5D 8L MECHANICS, ALL $36.05 1T 5D 8L MIXERS, ASPHALT PLANT $36.05 1T 5D 8L MOTOR PATROL GRADER (FINISHING) $36.05 1T 5D 8L MOTOR PATROL GRADER (NON - FINISHING) $35.69 1T 5D 8L . Page 4 YAKIMA COUNTY Effective 08 -31 -01 * (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code MUCKING MACHINE, MOLE, TUNNEL DRILL AND /OR SHIELD $36.49 1T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING OPERATOR $33.59 1T 5D 8L PAVEMENT BREAKER - $33.59 1T 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 1T 5D 8L POWER PLANT $33.59 1T 5D 8L PUMPS, WATER $33.59 1T 5D 8L QUAD 9, D -10, AND HD -41 $36.49 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING EQUIP $36.49 1T 5D 8L RIGGER AND BELLMAN $33.59 1T 5D 8L ROLLAGON $36.49 1T 5D 8L • ROLLER, OTHER THAN PLANT ROAD MIX $33.59 1T 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $35.69 1T 5D 8L ROTO -MILL, ROTO - GRINDER $36.05 1T 50 8L SAWS, CONCRETE $35.69 1T 50 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $36.05 1T 5D 8L OFF -ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $36.49 1T 5D 8L OFF -ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL $35.69 1T 5D 8L SCREED MAN $36.05 1T 5D 8L SHOTCRETE GUNITE $33.59 1T 5D 8L SLIPFORM PAVERS $36.49 1T 50 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 5D 8L TRANSFER MATERIAL SERVICE MACHINE $36.05 1T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE $36.49 1T 5D 8L TRENCHING MACHINES $35.69 1T 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) $35.69 1T 5D 8L TRUCK CRANE OILER/DRIVER (100 TON & OVER) $36.05 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE $33.59 1T 5D 8L YO YO PAY DOZER $36.05 1T 5D 8L 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 REFRIGERATION & AIR CONDITIONING MECHANICS . MECHANIC $22.90 1 ROOFERS JOURNEY LEVEL $25.77 1B 51 USING IRRITABLE BITUMINOUS MATERIALS $28.77 18 51 SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $34.29 1B 5A . 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 SURVEYORS . CHAIN PERSON $9.25 1 INSTRUMENT PERSON $12.05 1 • PARTY CHIEF $15.05 1 Page 5 YAKIMA COUNTY Effective 08 -31 -01 *********************************************************************************** ** **** ** * * ****** ** * * ******* * * * (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TELEPHONE LINE 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 II $24.21 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $24.74 2B 5A • TELEPHONE EQUIPMENT OPERATOR (LIGHT) $22.91 2B 5A TELEVISION GROUND PERSON $12.42 2B 5A TELEVISION LINEPERSON /INSTALLER $17.02 2B 5A TELEVISION SYSTEM TECHNICIAN $20.54 2B 5A • TELEVISION TECHNICIAN $18.33 2B 5A TREE TRIMMER $22.91 2B 5A TERRAZZO WORKERS & TILE SETTERS JOURNEY LEVEL $24.36 4A 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $20.56 4A 5A 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 $17.68 1 Page 6 BENEFIT CODE KEY - EFFECTIVE 08 -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. D. THE FIRST EIGHT (8) HOURS ON SATURDAYS OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8) HOURS WORKED ON A FIFTH CALENDAR DAY, EXCLUDING SUNDAY, IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY ON SATURDAY; ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS IN A FIFTH CALENDAR WEEKDAY OF A FOUR - TEN HOUR SCHEDULE; ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH FRIDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE. SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER • CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. J. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIVING DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE • HOURLY RATE OF WAGE. 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. • • BENEITT 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 AF ER 6:00PM SATURDAY TO 6:00AM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE -UP DAYS) SHALL BE PAID AT ONE AND ONE - HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT STRAIGHT TIME TN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID Al' TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. G. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE -HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. 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. 0. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE -HALF TIMES THE HOURLY RATE OF WAGE. 4. A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AI 1•LR THANKSGIVING DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFI•LR THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). 5. C. HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, BENEFIT CODE KEY - EFFECTIVE 08 -31 -01 -3 THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). 11 HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). G. HOLIDAYS: NEW YEARS 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). I. 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). 0. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, • AND CHRISTMAS DAY (6). R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE -HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (7). T. PAID HOLIDAYS: SEVEN (7) PAID HOLIDAYS. 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 Al' 1•hR 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 A1'TER CHRISTMAS DAY (9). H. HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING JR. DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). I. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING • DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). 6. L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY Ab1•FR THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8) BENEFIT CODE KEY - EFFECTIVE 08 -31 -01 -4- Q. PAID HOLIDAYS: NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFI'E,R 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 YEARS DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, 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 APIER 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' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE -HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO ]DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET • OVER 200' - DIVERS MAY NAME THEIR OWN PRICE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL $1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: 10.75, LEVEL B: $0.50, AND LEVEL C: $0.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS: LEVELS A & B: $1.00, LEVELS C & D: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: 11.00, LEVEL B: $0.75, LEVEL C: 10.50, AND LEVEL D: $0.25. • Washington State Department of Labor and Industries Policy Statement (Regarding the Production of 'Standard" or "Non- standard" Items) Below is the department's (State L &I's) list of criteria to be used in determining whether a prefabricated item is "standard" or "non- standard ". For items not appearing on WSDOT's predetermined list, these criteria shall be used by the Contractor (and the Contractor's subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to determine coverage under RCW 39.12. The production, in the State of Washington, of non - standard items is covered by RCW 39.12, and the production of standard items is not. The production of any item outside the State of Washington is not covered by RCW 39.12. 1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12. If it is, go to question 2. 2. Is the item fabricated on the public works jobsite? If it is, the work is covered under RCW 39.12. If not, go to question 3. 3. Is the item fabricated in an assembly /fabrication plant set up for, and dedicated primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not, go to question 4. 4. Does the item require any assembly, cutting, modification or other fabrication by the supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5. 5. Is the prefabricated item intended for the public works project typically an inventory item which could reasonably be sold on the general market? If not, the work is covered by RCW 39.12. If yes, go to question 6. 6. Does the specific prefabricated item, generally defined as standard, have any unusual characteristics such as shape, type of material, strength requirements, finish, etc? If yes, the work is covered under RCW 39.12. Any firm with questions regarding the policy, WSDOT's Predetermined List, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. $$1$$ Supplemental To Wage Rates $$2$$ Page 1 WSDOT's Predetermined List for Suppliers - Manufacturers - Fabricators Below is a list of potentially prefabricated items, originally furnished by VVSDOT to Washington State Department of Labor and Industries, that may be considered non - standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked with an X in the "YES" column should be considered to be non- standard and therefore covered by RCW 39.12. Items marked with an X in the "NO" column should be considered to be standard and therefore not covered. Of course, exceptions to this general list may occur, and in that case shall be evaluated according to the criteria described in State and L &I's policy statement. ITEM DESCRIPTION YES NO 1. Manhole Ring & Cover - manhole type 1, 2, 3, and 4 X for bridges. For use with Catch Basin type 2. The casting to meet AASHTO -M -105, class 30 gray iron casting. See Std. Plan B -1f, B -23a, B -23b, B -23c, and B -23d. 2. Frame & Grate frame and Grate for Catch Basin type X 1, 1 L, 1 P, 2, 3, 4 and Concrete Inlets. Cast frame may be grade 70 -36 steel, class 30 gray cast iron or grade 80 -55 -06 ductile iron. The cast grate may be grade 70 -36 steel or grade 80 -55 -06 ductile iron. See Std. Plan B -2, B -2a, and B -2b. 3. Grate Inlet & Drop Inlet Frame & Grate - Frame and X Grate for Grate Inlets Type 1 or 2 or Drop Inlet. • Angle iron frame to be cast into top of inlet. See Std. Plan B -4b or B -4h. Frames & Grates to be galvanized. • 4. Concrete Pipe - Plain Concrete pipe and reinforced X concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. 5. Concrete Pipe - Plain Concrete pipe and reinforced X concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. $$1 $$ Supplement& To Wage Rates $$2$$ Page 2 • YES NO 6. Corrugated Steel Pipe - Steel lock seam corrugated X pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, 1 thru 5. 7. Corrugated Aluminum Pipe - Aluminum lock seam X corrugated pipe for culverts and storm sewers, sizes 30 inch to 120 inches in diameter. May also be treated, #5. 8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for X mounting sign structures, luminaries and other items, shall be made from commercial bolt stock. See Contract Plans and Std. Plans for size and material type. 9. Aluminum Pedestrian Handrail - Pedestrian handrail X conforming to the type and material specifications set forth in the contract plans. Welding of aluminum shall be in accordance with Section 9- 28.15(3). 10. Major Structural Steel Fabrication - Fabrication of X major steel items such as trusses, beams, girders, etc., for bridges. 11. Minor Structural Steel Fabrication - Fabrication of X minor steel items such as special hangers, brackets, access doors for structures, access ladders for irrigation boxes, bridge expansion joint systems, • etc., involving welding, cutting, punching and /or boring of holes. See Contact Plans for item description and shop drawings. 12. Aluminum Bridge Railing Type BP - Metal bridge railing X conforming to the type and material specifications set forth in the Contract Plans. Welding of aluminum shall be in accordance with Section 9- 28.15(3). $$1$$ Supplemental To Wage Rates $$2$$ Page 3 YES NO 13. Concrete Piling -- Precast- Prestressed concrete piling for X use as 55 and 70 ton concrete piling. Concrete to conform to Section 9 -19.1 of Std. Spec.. Shop drawings for approval shall be provided per Section 6- 05.3(3) of the Std. Spec. 14. Manhole Type 1, 2, 3 and 4 - Precast Manholes with risers X and flat top slab and /or cones. See Std. Plans. 15. Drywell - Drywell as specified in Contract Plans. X 16. Catch Basin - Catch Basin type 1, 1 L, 1P, 2, 3, and 4, X including risers, frames maybe cast into riser. See Std. Plans. 17. Precast Concrete Inlet - Concrete Inlet with risers, X frames may be cast into risers. See Std. Plans. 18. Drop Inlet Type 1 - Drop Inlet Type 1 with support X angles and grate. See Std. Plans B -4f and B -4h. 19. Drop Inlet Type 2 - Drop Inlet type 2 with support X angles and grate. See Std. Plans B -4g and B -4h. 20. Grate Inlet Type 2 - Grate Inlet Type 2 with risers and X top unit with bearing angles. 21. Precast Concrete Utility Vaults - Precast Concrete X utility vaults of various sizes. Used for in ground storage of utility facilities and controls. See Contract Plans for size and construction requirements. Shop drawings are to be provided for approval prior to casting. $$1$$ Supplemental To Wage Rates $$2$$ Page 4 YES NO 22. Vault Risers - For use with Valve Vaults and Utilities X Vaults. 23. Valve Vault - For use with underground utilities. X See Contract Plans for details. 24. Precast Concrete Barrier - Precast Concrete Barrier for X use as new barrier or may also be used as Temporary Concrete Barrier. Only new state approved barrier may be used as permanent barrier. 25. Reinforced Earth Wall Panels - Reinforced X Earth Wall Panels in size and shape as shown in the Plans. Fabrication plant has annual approval for methods and materials to be used. See Shop Drawing. Fabrication at other locations may be approved, after facilities inspection, contact HQ. Lab. 26. Precast Concrete Walls - Precast Concrete Walls - X tilt -up wall panel in size and shape as shown in Plans. Fabrication plant has annual approval for methods and materials to be used. 27. Precast Railroad Crossings - Concrete Crossing Structure X Slabs. 28. 12, 18 and 26 inch Standard Precast Prestressed X Girder - Standard Precast Prestressed Girder for use in structures. Fabricator plant has annual approval of • methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. $$1$$ Supplemental To Wage Rates $$2$$ Page 5 • YES NO 29. Prestressed Concrete Girder Series 4 -14 - X Prestressed Concrete Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(2 :5)c. 30. Prestressed Tri -Beam Girder - Prestressed Tri -Beam X Girders for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to - casting girders. See Std. Spec. Section 6- 02.3(25)c. 31. Prestressed Precast Hollow -Core Slab - Precast X Prestressed Hollow -core slab for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(25)c. 32. Prestressed -Bulb Tee Girder - Bulb Tee Prestressed X Girder for use in structures. Fabricator plant has annual approval of methods and materials to be used. Shop Drawing to be provided for approval prior to casting girders. See Std. Spec. Section 6- 02.3(26)A. 33. Monument Case and Cover - To meet AASHTO -M -105 class X 30 gray iron casting. See Std. Plan H -7. 34. Cantilever Sign Structure - Cantilever Sign Structure X fabricated from steel tubing meeting AASHTO -M -183. See Std. Plans G -3, G -3a, and Contract Plans for details. The steel structure shall be galvanized after fabrication in accordance with AASHTO -M -111. 35. Mono -tube Sign Structures - Mono -tube Sign Bridge X fabricated to details shown in the Plans. Shop drawings for approval are required prior to fabrication. $$1$$ Supplemental To Wage Rates $$2$$ Page 6 YES NO 36. Steel Sign Bridges - Steel Sign Bridges fabricated X from steel tubing meeting AASHTO -M -138 for Aluminum Alloys. See Std. Plans G -2, G2a, G -2b, and Contract Plans for • details. The steel structure shall be galvanized after fabrication in accordance with AASHTO -M -111. 37. Steel Sign Post - Fabricated steel sign posts as detailed X in Std. Plan G -8. Shop drawings for approval are to be provided prior to fabrication. 38. Light Standard - Prestressed - Spun, prestressed, hollow, X concrete poles. 39. Light Standards - Lighting Standards for use X on highway illumination systems, poles to be fabricated to conform with methods and materials as specified on Std. Plan J -1, J -1 a, and J -1 b. See Special Provisions for pre- approved drawings. 40. Traffic Signal Standards - Traffic Signal Standards for X • use on highway and /or street signal systems. Standards to be fabricated to conform with methods and material as specified on Std. Plans J -1, J -7a, J -7c, and J -8. See Special Provisions for pre - approved drawings. 41. Traffic Curb, Type A or C Precast - Type A or C X Precast traffic curb, for use in construction of raised channelization, and other traffic delineation uses such as parking lots, rest areas, etc. NOTE: Acceptance based on inspection of Fabrication Plant and an advance sample of curb section to be submitted for approval by Engineer. $$1$$ Supplemental To Wage Rates $$2$$ Page 7 YES NO 42. Traffic Signs - Prior to approval of a Fabricator X X of Traffic Signs, the sources of the following customstd. signing materials must be submitted and approved msg msg for reflective sheeting, legend material, and aluminum sheeting. NOTE: * ** Fabrication inspection required. Only signs tagged "Fabrication Approved" by WSDOT Sign Fabrication Inspector to be installed. • 43. Cutting & bending reinforcing steel X 44. Guardrail components X X custom standard end sect. sect. 45. Aggregates /Concrete mixes Covered by WAC 296 -127 -018 46. Asphalt Covered by WAC 296- 127 -018 47. Fiber fabrics X 48. Electrical wiring /components X 49. treated or untreated timber piles X 50. Girder pads (elastomeric bearing) X $$1$$ Supplemental To Wage Rates $$2$$ Page 8 YES NO • 51. Standard Dimension lumber X 52. Irrigation components X 53. Fencing materials - X 54. Guide Posts X 55. Traffic Buttons X 56. Epoxy X 57. Cribbing X 58. Water distribution materials X 59. Steel "H" piles X 60. Steel pipe for concrete pile casings X 61. Steel pile tips, standard X 62. Steel pile tips, custom X $$1$$ Supplemental To Wage Rates $$2$$ Page 9 • • WASHINGTON STATE PREVAILING WAGE RATES - !EFFECTIVE 08/31/01 METAL FABRICATION (IN SHOP) Over PREVAILING Time Holiday Note • Classification WAGE Code Code Code • Counties Covered: Adams, Asotin, Columbia, Douglas, Ferry, Franklin, Garfield Kittitas, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla and Whitman Fitter 12.76 1 • Welder 12.76 1 Machine Operator 12.66 1 Painter 10.20 1 Laborer 8.13 1 Counties Covered: Benton Welder 16.70 1 Machine Operator 10.53 1 Painter 9.76 1 Laborer 7.06 1 Counties Covered: Chelan Fitter 15.04 1 Welder 12.24 1 Machine Operator 9.71 1 Painter 9.93 1 • Laborer 8.77 1 Counties Covered: Clallam, Grays Harbor, Island, Jefferson, Lewis, Mason, Pacific, San Juan and Skagit Fitter 15.16 1 Welder 15.16 1 Machine Operator 10.66 1 Painter 11.41 1 Laborer 11.13 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 10 METAL FABRICATION (IN SHOP) 08/31/01 • Over PREVAILING Time Holiday Note • Classification WAGE Code Code Code Counties Covered: Clark Layerout 22.98 1J 6U Fitter 22.64 1J 6U Welder 21.54 1J 6U Painter 19.57 1J 6U Machine Operator 17.00 1J 6U Laborer 16.49 1J 6U • Counties Covered: Snohomish Fitter 15.38 1 Welder 15.38 1 Machine Operator 8.84 1 Painter 9.98 1 Laborer 9.79 1 Counties Covered: Spokane • Fitter 12.59 1 Welder 10.80 1 Machine Operator 13.26 1 Painter 10.27 1 Laborer 7.98 1 Counties Covered: Thurston Layerout 22.74 1R 6T Fitter 20.85 1R 6T Welder 18.93 1R 6T Machine Operator 15.13 1R 6T Laborer 11.33 1R 6T Counties Covered: Whatcom Fitter/Welder 13.81 1 Machine Operator 13.81 1 Laborer 9.00 1 • $$1$$ Supplemental To Wage Rates $$2$$ Page 11 METAL FABRICATION (IN SHOP) 08/31/01 Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Yakima Fitter 12.00 1 Welder 11.32 1 Machine Operator 11.32 1 Painter 12.00 1 Laborer 10.31 1 Counties Covered: Cowlitz Fitter 22.03 1B 6V Welder 22.03 1B 6V • Machine Operator 22.03 1B 6V Laborer 17.17 18 6V Counties Covered: Grant Fitter 10.79 1 Welder 10.79 1 Painter 7.45 1 Counties Covered: King Fitter 15.86 1 Welder 15.48 1 Machine Operator 13.04 1 Painter 11.10 1 Laborer 9.78 1 Counties Covered: Kitsap • Fitter 26.96 1 • Welder 13.83 1 • Machine Operator 13.83 1 Laborer 6.72 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 12 METAL FABRICATION (IN SHOP) 08/31/01 Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Klickitat, Skamania and Wahkiakum Fitter/Welder 16.99 1 Machine Operator 17.21 1 Painter 17.03 1 Laborer 10.44 1 Counties Covered: Pierce Fitter 15.25 1 Welder 13.98 1 Machine Operator 13.98 1 Laborer 9.25 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 13 WASHINGTON STATE PREVAILING WAGE RATES - EFFIECTIVE 08/31/01 • FABRICATED PRECAST CONCRETE PRODUCTS Over • PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Adams, Asotin, Benton, Columbia, Douglas, Ferry, Franklin, Garfield, Grant, Lincoln, Okanogan, Pend Oreille, Stevens, Walla Walla, and Whitman All Classifications 9.96 1 Counties Covered: King Architectural and Prestressed Concrete All Classifications 10.60 1 All Other Concrete Products Maintenance 18.77 1B 6S Operator 18.24 18 6S Gunite 18.24 1B 6S Carpenter 18.77 1B 6S Fabricator 18.24 1B 6S Wet pour 17.99 1B 6S Yard Patch 17.99 1B 6S Welder 18.24 1B 6S Clean Up 17.99 1B 6S Counties Covered: Pierce All Classifications 10.00 1 Counties Covered: Chelan, Kittitas, Klickitat and Skamania All Classifications 8.61 1 Counties Covered: Clallam, Clark, Cowlitz, Grays Harbor, Island, Jefferson, Kitsap, Lewis, Mason, Pacific, San Juan, Skagit, Snohomish, Thurston, Wahkiakum All Classifications 13.50 1 • $$1$$ Supplemental To Wage Rates $$2$$ Page 14 WASHINGTON STATE PREVAILING WAGE RATES - EFFECTIVE 08/31/01 FABRICATED PRECAST CONCRETE PRODUCTS Over PREVAILING Time Holiday Note Classification WAGE Code Code Code Counties Covered: Spokane Machine Operator 10.33 1 Laborer 6.72 1 Counties Covered: Yakima Craftsman 8.65 1 Production Worker 7.15 1 Laborer 6.72 1 Counties Covered: Whatcom Rebar 14.60 1 Concrete Finisher 12.53 1 Carpenter 11.43 1 Laborer 8.43 1 $$1$$ Supplemental To Wage Rates $$2$$ Page 15 Washington State Department of Labor and Industries Policy Statements (Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.) The following two letters from the State Department of Labor and Industries (State L &I) dated August 18, 1992 and June 18, 1999, clarify the intent and establish policy for administrating the provisions of WAC 296 -127 -018 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN THE PRODUCTION AND DELIVERY OF GRAVEL, CONCRETE, ASPHALT, OR SIMILAR MATERIALS. Any firm with questions regarding the policy, these letters, or for determinations of covered and non - covered workers shall be directed to State L &I at (360) 902 -5330. Effective September 1, 1993, minimum prevailing wages for all work covered by WAC 296 - 127 -018 for the production and /or delivery of materials to a public works contract will be found under the regular classification of work for Teamsters, Power Equipment Operators, etc. $$1$$ Supplemental To Wage Rates $$2$$ Page 16 ESAC DIVISION - TELEPHONE (206) 586 -6887 PO BOX 44540, OLYMPIA, WASHINGTON 98504 -4540 August 18, 1992 TO: All Interested Parties FROM: Jim P. Christensen Acting Industrial Statistician SUBJECT: Materials Suppliers - WAC 296 - 127 -018 This memo is intended to provide greater clarity regarding the application of WAC 296 -127 -018 to awarding agencies, contractors, subcontractors, material suppliers and other interested parties. The information contained herein should not be construed to cover all possible scenarios which might require the payment of • prevailing wage. The absence of a particular activity under the heading "PREVAILING WAGES ARE REQUIRED FOR" does not mean that the activity is not covered. Separate Material Supplier Equipment Operator rates have been eliminated. For those cases where a production facility is set up for the specific purpose of supplying materials to a public works construction site, prevailing wage rates for operators of equipment such as crushers and batch plants can be found under Power Equipment Operators. PREVAILING WAGES ARE REQUIRED FOR: • 1. Hauling materials away from a public works project site, including excavated materials, demolished materials, etc. 2. Delivery of materials to a public works project site using a method that involves incorporation of the delivered materials into the project site, such as spreading, leveling, rolling, etc. 3. The production of materials at a facility that is established for the specific, but not necessarily exclusive, purpose of supplying materials for a public works project. 4. Delivery of the materials mentioned in #3 above, regardless of the method of delivery. PREVAILING WAGES ARE NOT REQUIRED FOR: 1. The production of materials by employees of an established materials supplier, in a permanent facility, as well as the delivery of these materials, as long as delivery does not include incorporation of the materials into the job site. 2. Delivery of materials by a common or contract carrier, as long as delivery does not include incorporation of the materials into the job site. 3. Production of materials for unspecified future use. $$1$$ Supplemental To Wage Rates $$2$$ Page 17 � ro f}r = • STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES June 18, 1999 TO: Kerry S. Radcliff, Editor Washington State Register FROM: Gary Moore, Director Department of Labor and Industries • SUBJECT: Notice re WAC 296-127-018, Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials The department wishes to publish the following Notice in the next edition of the Washington State Register: NOTICE Under the current material suppliier regulations, WAC 296=127 -018, the department takes the position that prevailing wages do not apply to the delivery of wet concrete to public works sites, unless the drivers do something more than just deliver the concrete, Drivers delivering concrete into a crane and bucket, hopper of a pump truck, or forms or footings, are not entitled to prevailing wages unless they operate machinery or use tools that screed, float, or put a finish on the concrete. This position applies only to the delivery of wet concrete. It does not extend to the delivery of asphalt, sand, gravel, crushed rock, or other similar materials covered under WAC 296 -127 -018. The department's position applies only to this regulation. If you need additional information regarding this matter, please contact Greg Mowat, Program Manager, Employment Standards, at P.O. Box 44510, Olympia, WA 98504 -4510, or call (360) 902 -5310. Please publish the above Notice in WSR 99 -13. If you have questions or need additional information, please call Selwyn Walters at 902 -4206. Thank you. Cc: Selwyn Walters, Rules Coordinator Patrick Woods, Assistant Director Greg Mowat, Program Manager $$1$$ Supplemental to Wage Rates $$2$$ 18 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 To the City Clerk Yakima, Washington This certifies that the undersigned has examined the location of: City of Yakima Pathway & Sidewalk • Enhancement Projects City Project Nos. 1753, 1903, 1904, 1905, 1937, 1938 Federal Aid Nos. STPE- 1485(010), STPE- 1485(012) STPE- 1485(014), STPE- 1485(013), STPE- 1485(016), STPE - 1485(015) 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 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. 185 01/15/2002 09:57 5095766305 YAKIMA ENG DIV PAGE 07/07 REVISED ---- ___ ..___— ---- .- - _. ADDENDUM NO. 3 _ 1TEM PROPOSAL ITEM El UNIT PRICE AMOUNT - N0. PAYt1YIENT SECTION QTY DOLLARS DOLLARS • • • SUS - PROJECT 1904 - N. 34T4 AVE. SIDEWALK CONNECTOR r 111111111111� M. SPff1 PPa1tENTION Km inn 4/ 3 0 c i 1111111 -07.15 IIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIAI WM M0Bftf?ATION MIIIIIIIIIIIIIIMEI111111 fe 3 5 111111a3 IIII MAINTENANCE AND PROTECTION OF TRAFFIC Min. BIB $1 550 1 / 3 �5. d .3 11111-90.5 I 1 KIII TRAFFIC CONTROL SUPERVISOR $ - 2.- - _1.10t all CONSTRUCTION SIGNS CLASS 'A' E ® S" 2 t i MI 1.10.5 IIIIIIII�� �� ROADSIDE CLEANUP MIEN . E Coo.00 8,000.00 all 2-G1.5 ' CLEARIN3 AND GRUBBING �� . 2 (.'O Z i C'O 1 201.5 - e .REMOVAL OP STRUCTURES ANC OESTRUCTIONS 0 LS <y g , - B • f 2.02.5 0 � O • S WAY EXCAVATION INCL. HAUL 250 ' • moitormium D 'STRUCIIIRE EXCAVATION CtABS A INCL HAL'1, EMI a •• 7 es / r 1111111 Ell; HoHiNt3 OR EXTRA SxCAVATIO CLASS A 04Ct HAUL Rinri = M 29.5 MIIII1 STRUCVJRE EX CLAS$ 8 INCL. HAUL 5 ge': /0 �7 r sommis' �c SHORING OR EXTRA EXCAVATON CLASS B 111111112111111M1111111111111M9211111111111 -- ). . 111111111111111111111111111 =CRUSHED SURFACiND EASE COURSE 73 • 70N l ] 111 4-04,5 -- -. , ,.., T •,k 'AV IA- T, • SS WITH•PG 54-25 M T ONj�, ✓ ✓ • N FORGED COt�C. RETAINING WALL TYP �1 =� v / • C X1.5 ' 17 CEMENT CONCRETE STEPS 2 ( - - 7 ' -- E . r, 5 11111allallallill .111111101111111111 „ IRRIGATION PIPELINE HEADWALL 1110111, 2. to 00 2 6, d® — . -02.5 1110111111111111111., . I L. 01 REINF. CONC. STORM SEINER PIPE, 42 IN. DIAN. -026 IIIIIIIIIIIIIIIIMIIIIIIIIII 20 Yy if +; LTIATION STS EM 01 Mi m I R R OATION SYSTEM InilinfillirVi 0 1111r, e MIII 8.03 ,6 UM= _79 7 7.7x_ ® CEMENT CONC. BARRIER CURE AND BUTTER MOM 3 _8••04.5 1111111111111111.11111111 IMICEPENT CONC. SIDEWALK 4 - 1N. THICK 155 2 - 7 . - 3 l 3 '.-- 111111116-14.5 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII V SIGNPOST SOCKETS ] � "-- REPAIR OR REPLACEMENT MIEN 5,000.00 . MCA ✓ • 0.5 MI 111111111111111111111 1 SUB -TOTAL 111Li / /% z_ • 1 SS • - • ITEM PROPOSAL BID SHEET City of Yakima Pathway & Sidewalk Enhancernent Projects City Project No. 1753, 1903, 1904, 1905,1937,1938 • Federal Aid Nos. STPE - 1485(010), STPE - 1485(012) STPE - 1485(014), STPE- 1485(013), STPE - 1485(016), STPE - 1485(0151) ITEM PROPOSAL ITEM UNIT PRICE AMOUNT NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS SUB - PROJECT 1753 - POWERHOUSE PATH - CHESTERLY PARK 1 SPILL PREVENTION PLAN 1 LS ' 43 I � ' 1 -07.15 2 MOBILIZATION 1 LS 1_ _..: r 3 s 1 (0. 444' 1 -09.7 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min. Bid $2,000) 1 LS 26 5"Z z / s Z— E "' -° 1 -10.5 4 TRAFFIC CONTROL SUPERVISOR 60 HR [ 3 2 z - j f% 31.e 1 r -- �_ 1 -10.5 5 CONSTRUCTION SIGNS CLASS 'A' 96 SF I s 1 -10.5 6 (ROADSIDE CLEANUP 1 FA , _ 5,000.00 6,000.00 j 12 -01.5 7 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS r 53y ej; 5738 2 -02.5 8 ROADWAY EXCAVATION INCL. HAUL 500 CY s g: 5 2 -03.5 9 CRUSHED SURFACING BASE COURSE 760 TON j / .7 3 ..3 /3 j , 3 z_ 4 -04.5 10 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 425 TON Miff / 76,37 5 -04.5 11 TOPSOIL, TYPE C 185 CY L T 8 -01.5 12 CEMENT CONC. BARRIER CURB AND GUTTER 80 LF / V /791 8 -04.5 13 TYPE 1 BOLLARD 4 EA 2l S - ~ — T ,fo 0 8 -11.5 14 CEMENT CONC. SIDEWALK, 4 -IN. THICK 77 SY I Z3 j= L e 7 97 1 .-% 8 -14.5 15 SIGNPOST SOCKETS 1 EA ` 5 - 3 e — = r 5'3 8 -14.5 16 REPAIR OR REPLACEMENT r 5,000.00 1 5,000.00 8 -30.5 — SUB - TOTAL: - j � , 4 187 % �, i ITEM PROPOSAL ITEM UNIT PRICE AMOUNT NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS SUB - PROJECT 1905 - ENGLEWOOD AVE. TO ROBERTSON SCHOOL 1 SPILL PREVENTION PLAN 1 LS 1 / go [ 413(2 - 1 -07.15 2 MOBILIZATION 1 LS j s 2 - - 5 4, 2 1 -09.7 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min. Bid $2,000) 1 LS j 2-1 s'" Z j 2 - 1 SZ - '' • 1 -10.5 4 TRAFFIC CONTROL SUPERVISOR 60 HR 3 z z f 3 / 334105 — 1 -10.5 5 CONSTRUCTION SIGNS CLASS 'A' 64 SF I .5 --- C -19 32 - c 1 -10.5 6 ROADSIDE CLEANUP 1 FA �_ 5,000.00 5,0000 2 -01.5 7 CLEARING AND GRUBBING 1 LS "Z Z _ '' 2 -01.5 8 ROADWAY EXCAVATION INCL. HAUL 340 CY r to 4 - 2.4 9 3 - 2 -03.5 I • 9 CRUSHED SURFACING BASE COURSE 490 TON 111112611111111111 ; g 4 -04.5 _ - _ — 10i ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 275 TON r L/(- y _ , /ifi _ 6 - - 5 -04.5 11 TOPSOIL, TYPE C 1020 CY r 8 - 01.5 SEEDING, FERTILIZING, AND MULCHING 4080 SY L IIIIIIIIIIIIIIIIIIIIIIIIII , 7 e 2 9 „° 8 -01.5 13 IRRIGATION SYSTEM 1 LS 2. 79c - zL/7 'jc 8 -03.5 14 TYPE 1 BOLLARD 4 EA Z/5 90 8 -11.5 15 CHAIN LINK FENCE, TYPE 6 a 803 LF ; : 4i/7 8- 12.51 16 REPAIR OR REPLACEMENT 1 FA 5,000.00 5,000.00 8 -30.5 SUB- TOTAL: /611,97 q-% ///' 7f 189 ITEM PROPOSAL ITEM UNIT PRICE AMOUNT NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS _ SUB - PROJECT 1938 - ROBERTSON SCHOOL TO N. 24TH AVE. 1 SPILL PREVENTION PLAN 1 LS 3 e.> _ 30 — 1 -07.15 _ _ 2 MOBILIZATION 1 LS S'3 � — 6, 0 _ J 1 -09.7 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min. Bid $4,000) + 1 LS 1,3- ' 3UC � - 104 :1 1 -10.5 ' 4 TRAFFIC CONTROL SUPERVISOR 60 HR v> Z 24 /9 3ty 1 -10.5 _ 5 CONSTRUCTION SIGNS CLASS 'A' 128 SF 5`` = - tpito -- > 1 -10.5 6 ROADSIDE CLEANUP 1 FA L 5,000.00 __ 5,000.00 '' 1 2 -01.5 7 CLEARING AND GRUBBING 1 LS 3 7 ' 31 C O 2 -01.5 _ 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS .4. X i& t - -�__J = 2 -02.5 I - ' 9 ROADWAY EXCAVATION INCL. HAUL 410 CY (_ _ 431 I 26®'!'/ --- `- 2 -03.5 10 CRUSHED SURFACING BASE COURSE 595 TON /7 ft 367 c 1 4 -04.5 -- --------- - - - - -- - 11 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64-28 330 TON 4 .% /3 4.95 -"� 5 -04.5 I 12 CEMENT CONC. BARRIER CURB AND GUTTER 120 LF ,% 3 ' %- /662 - 8 -04.5 13 TYPE 1 BOLLARD 4 EA 2_ /S" $'t7 G' 8 -11.5 ' 14 CHAIN LINK FENCE, TYPE 6 112 LF ' --- a'7 8 -12.5 15 CEMENT CONC. SIDEWALK, 4-IN THICK 74 SY i / i‘- e i 8 -14.5 16 SIGNPOST SOCKETS 1 EA • 6 'I' T 5" - 7. 8 -14.5 17 REPAIR OR REPLACEMENT 1 FA 5,000.00 �� 5,000.0 - 8 -30.5 BASIC BID:! SUB - TOTAL: 5'5 3 7 °- ----; , ADD ALTERNATE -SUB- PROJECT 1938 I . CHAIN LINK FENCE, TYPE 6 1 900 LF F _ & '- 8 -12.5 1 _ • BASIC BID + ADD ALTERNATE: SUB- TOTAL L L, L r —7 1 f t 190 ITEM PROPOSAL ITEM UNIT PRICE AMOUNT • NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS SUB - PROJECT 1937 - FRUITVALE CANAL N. 16TH AVE. TO N. 20TH AVE. 1 SPILL PREVENTION PLAN 1 LS 1/3 C> [ 4I P I 1 -07.15 2 MOBILIZATION 1 LS .5""3 0 o L .5-3c 1 -09.7 - 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min. Bid $4,000) 1 LS j z/.30 o L 443 d Cm 1 -10.5 4 TRAFFIC CONTROL SUPERVISOR 60 HR 3 2 z ` / 9 3 (o 1 -10.5 • 5 CONSTRUCTION SIGNS CLASS 'A' 128 SF 5"1-1- 4 /C) 1 -10.5 I 6 ROADSIDE CLEANUP 1 FA ' 5,000.00 5,000.00 2 -01.5 7 CLEARING AND GRUBBING 1 LS L ' 2 -01.5 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS ls / (a G 2 -02.5 9 ROADWAY EXCAVATION INCL. HAUL 390 CY ! (,� q'� 2.695` s � 2 -03.5 10 CRUSHED SURFACING BASE COURSE 560 TON /7 -? 9699 . 4 -04.5 -- - - - -- 11 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 310 TONraNnallingini • 5 -04.5 12 TYPE 1 BOLLARD 4 EA Zfs _. 8 -11.5 13 }CHAIN LINK FENCE, TYPE 6 490 LF 8 -12.5 14 CEMENT CONC. SIDEWALK, 4 -IN. THICK 95 SY ZIP z. = 8 -14.5 • 15 REPAIR OR REPLACEMENT 1 FA 5,000.00 5,000.00 8 -30.5 • SUB-TOTAL: 5 f ///`7/ y'' • 191 ITEM PROPOSAL ITEM UNIT PRICE AMOUNT NO. PAYMENT SECTION QTY UNIT DOLLARS DOLLARS - SUB - PROJECT 1903 - SWAN /N. 16TH AVE. CORRIDOR 1 SPILL PREVENTION PLAN 1 LS 1 ''3 6 -- ' 3c� I 1 -07.15 I ,., _ 2 MOBILIZATION 1 LS 4 ► 4 j '"_ -C� � 1 -09.7 _ ' 3 MAINTENANCE AND PROTECTION OF TRAFFIC (Min. Bid $4,000) 1 LS e /3e2. cf`3 a 1 -10.5 4 TRAFFIC CONTROL SUPERVISOR 60 HR ; L _ _ ,34, `1%- 1 -10.5 5 CONSTRUCTION SIGNS CLASS 'A' 96 SF `% -11i%'r5 _– 1 1 -10.5 6 ROADSIDE CLEANUP 1 FA 1 5.000.00 5,000.00 I 2 -01.5 7 CLEARING AND GRUBBING 1 LS C6 Ls 16. cars 8 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS i 0 es a.7: lee a 2 -02.5 9 ROADWAY EXCAVATION INCL. HAUL 265 CY _ __ 7p 2 -03.5 10 CRUSHED SURFACING BASE COURSE 380 ! TON !/ 7 34 e;p5 4-= 4 -04.5 11 ASPHALT CONC. PAVEMENT, CLASS 'A' WITH PG 64 -28 210 TON zl/ j_ $7 /S 5 -04.5 •. 12 TOPSOIL, TYPE C 315 CY it, 5- J 8-01.5 _ 13 SEEDING, FERTILIZING, AND MULCHING 3740 SY 7e.6 C r' 8 -01.5 14 IRRIGATION SYSTEM 1 LS 2.'Z.. 6 r 7-2 65-3 z3' j 8 -03.5 15 CEMENT CONC. BARRIER CURB AND GUTTER 35 LF ✓___sue' c�Z �- 0 8 -04.5 — 16 TYPE 1 BOLLARD 4 EA aZ t.5" e '( 0 8-11.5 — 17 CHAIN LINK FENCE, TYPE 6 i" / 7/8 . LF f, y% /_r ,k/ `% — --" j . 8 -12.5 -- ' 18 CEMENT CONC. SIDEWALK, 4 -IN. THICK 65 SY 9-!''' / / �+�- 8 -14.5 19 SIGNPOST SOCKETS 2 EA 6"--3 — ✓e & ✓ 8 -14.5 20 REPAIR OR REPLACEMENT 1 FA 5,000.00 5,000.00 8 -30.5 SUB - TOTAL: ...,,ti-- ' - i ,_ 7 /14, 7/30. 192 SUMMARY NOTE: City will complete this form after the bid opening. SUB- PROJECT: AMOUNT 1753 Total Bid: & ‘.z 746 1904 Total Bid: 4 51/ & /5"7. 38 1905 Total Bid: /c1/9 7 5 = 1938 Basic Bid 5"`/4.3 0,4 Add Alternate 6, 39 `2= Total Bid & 2C 1937 Total Bid s'7 5 1903 Total Bid 886? -fc TOTAL PROJECT BID *4-15-6/-5-414— ¢5'9, 6-67 8ti Cw`o 4ca. . 11-$ 3, / 77.8) 7j0 'z.- 193 JAN -i4 -2002 12:37 PM DURAND'S INC. 509 4( ,° "-• 1 BID BOND FORM I Herewith find deposit in the form of a certified check, cashiers ch •sh, or bid . • nd n the amount of $ D. y 12 - '6.1 i which amo • v'lets th- ve • •- t of the to :-I bid. Sign H - _.r ; A A .. _[ ,...-- • i BID BOND KNOW ALL MEN EV THESE PRESENTS. ' That we Durand' s , Inc . ,, as principal, and . • Fidelity and Guaranty Insurance Company , as Surety, are held and firmly bound unto the City of Yakima, as Obligee, in the penal sum of Five p of bid Dollars. for the payment of which the Principal and the Surety themselves, tneir heirs, executors, administrators, successors and assigns. jointly and severally, by these presents. The condition of this obligation Is such that if the Obligee shall make any award to the Pnncipat for Pathway & Sidewalk Enhancement 1753, 1904,1905,1938,1937,1903 , according to the terms of the proposal or bid made by the Principal therefor. and the Principal shall duty make and • enter into a contract with the Obligee in accordance with the terms of said propural or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do. pay and forfeit to the Obligee the penal amount of the deposit speed in the call for bids, then this obligation shall be nun and void; otherwise it shall be and remain in full fnrce and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS 16 DAY OF J anuary ,20 02 Durand's, Inc. Prindpel Fi:e ity and G 4.r.. Ins rance Company •" Dbnna S. Martinez Attorney -in -Fact • .20 Received return of deposit in the sum of $ _ _,_____ __ 195 NON - COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, • or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report bid rigging activities call: I - 800 -424 -9071 The U.S. Department of Transportation (USOOT) operates the above toll -free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. 197 NON- DISCRIMINATION PROVISION During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, religion, sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the contracting officer setting forth the provisions of this nondiscrimination clause. *(2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin. *(3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. 11246 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. "(4) The contractor will comply with all provisions of Executive Order No. 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. *(5) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. "(6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any such rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965, and such other sanctions may be imposed and remedies involved as provided in Executive Order No. 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. "(7) The contractor will include the provisions of Paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders 01 the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the contracting agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States." 199 SUBCONTRACTOR LIST (To be submitted with the Bid Proposal) Prepared in compliance with RCW 39.30.060 as amended Failure to list subcontractors who are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW will result in your bid being non- responsive and therefore void. Subcontractor(s) that are proposed to perform the work of heating, ventilation and air conditioning, plumbing, as described in Chapter18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below. The work to be performed is to be listed below the subcontractor(s) name. If no subcontractor is listed below, the bidder acknowledges that it does not intend to use any subcontractor to perform those items of work. Subcontractor Name ' A r0� (--C " `"1 Item Numbers Q 7.y - 4 345 i z - 1 (/504) ,e4.5 - #1 -1 i - i.z - c p/Q-CkleX/5 34V) /z -/.5 ct`r3)) -/y scs) is - - �i Subcontractor Name s of e- Item Numbers ( /5ar/) .d5 - z-I Q9Y,) iz (10) i3 -- Subcontractor Name 12,-4 A-se 4. i. i °- Item Numbers / i.s 3J- /0 Le) - IS Q 9as - /0 i13,0 - 11 ? ' 37 ) - r/ / e..? .- .. Subcontractor Name /'/714r (- eqm s P�,ti Item Numbers t\ /fc r) - ,S (9t) (f937) i (/%3) i 2 Subcontractor Name Item Numbers Bid Items to be performed by the Prime Contractor: Prime Contractor Name Gt ? A 1 ...(1),5` ..(i) S - Item Numbers /75`3 / _2 3 - - - / / -i3 ,r- f(- /fay /- 2 - -4 ( - s G ?•�- ;- /o- / /- <2- /3- /y - -?a zT q0.r 1 -2- -3- - -it- /y- He /9 / -zr3 yr- 4 1_,v -f - /6 - rss /4 -.7 ) / z ;! y s G� = - ��_/2 - /$ 201 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. 203 RESOLUTION N0. L - 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. ijJ ADOPTED BY THE CITY COUNCIL this •�Q Gfy day of ,c-,L.e.— , 1983. '' (� P. ( Mayor ATTEST: 7 ' ) City Clerk 205 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 suchworker 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. 207 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 ernployees to recruit their friends and relatives. i. The contractor shall validate all rnan 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 E3id 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. 208 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: ,'-C✓ certifies that: (BIDDER) 1. It intends to use the following listed construction trades in the work under the contract re4 Gf J' �1 G •t C i.•tc j . ; ;4' ✓c� / C , 7 o pier try 5 �� i ere 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: Z . s 440,- °Jr r �iG e Coax �i I / E 4�,. c� /✓ and; 2. It will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any sub - contract under this contract the Subcontractor Certification required by these Bid Conditions. (' ignatur- . Authorized epre entative of Bidder) 209 SUBCONTRACTORS CERTIFICATION Subcontractors Certification is not required at the time of bid, This Certification must be completed by each subcontractor prior to award of any subcontract. 04 erVEy ./ /.1 certifies that: (SUBCONTRAZTOR) 1. It intends to use the - following listed censtruction trades in the work under the subcontract -T " and: As to those trades for which it is required by these Bid Conditions to comply with these laid Conditions, it adopts the minimum minority and women workforce utilization gaols and the specific affirmative action steps for all construction work (both federal and non in Yakima, Washington, subject to these Bid Condition, those trades being: oAf and: , 2. it will obtain from each of its subcontract)tis prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bid conditions, , (Sivature of Authorized Representative of Subcontractor) • , ) , 4 1 SUBCONTRACTORS CERTIFICATION • Subcontractors' Certikation is not requkad at the time of bid. This Certification must be completed by each subcontractor prior to award of any subcontract Ab. 7S Z4i( . 6 7 0 € that: (SUB OR) 1. It intends to use the following listed construction trades in the work under the subcontract -.. —. ., —end: As to those trades for which it is required by these Bid Coridltlons to comply with these Bid Condrtiions, it adopts the minimum minority and women workforce utilization goaIa and the specific affirmative action steps fins ap cOnstruclon work (both federal and non - federal) in Yakima, Washington, at,b]act to these Bid Condtbcn, those bides being: l _s-7 and; 2. It wB obtain from each or its sum prior to the award of any subcontract under this subContrmcf the Subcontractor Certification required by those Bid conditions. ..111 /// (Signature of Aulhortzed Rep 4 - ' . of , «. , ) I • 211 rIA 6g96 Lgt. 60S - 3141 S.QmmanQ Wt' Sz -01 zeez- T£ -NJr SUBCONTRACTORS CERTIFICATION Subcontractors Certification is not required at the time of bid. This Certification must be completed by each subcontractor prior to award of any subcontract. AL 71 Cc TLS .ruc 0:k i f/J • C certifies that: • (SUBCONTRACTOR) 1. It intends to use the following listed construction trades in the work under the subcontract • (61Y1(0/b 4e7 and; As to those trades for which it is required by these Bid Conditions to comply with these Bid • Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non-federal) in Yakima, • Washington, subject to these Bid Condition, those trades being: ( kigsc - and; 2. It will obtain from each of Its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Bld conditions. VtijiCZ(/`6/ (Signature of Authorized Representative of Subcontractor) • • • , . . 211 ZO'd 6g96 ,Lgit 60g s..aw 6,7:0T .7007:7-TE-HHF SUBCONTRACTORS CERTIFICATION Subcontractors` Certification is not required at the time of bid. This Certification must be completed by each subcontractor prior to award of any subcontract. C.., be i nn A 444A . st 4 t4+-1 � C$rt{ti0s thtat, (SUBCONTRACTOR) 1. It intends to use the following listed construction trades in the work under the subcontrwt and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmative action steps for all construction work (both federal and non - federal) in Yakima, Washington, subject to these Bid Condition, those trades being: �e►�►.�_v�" . _ and; 2. It will obtain from each of its subcontractors prior to the award of any subcontract 4 nder this subcontract the Subcontractor Certification required by these Bid conditions. 1 (S •nature of r !thorized Representative of Subcontractor) PAO 211 Z0'd 6S 96 LSb 60S '3NI SrQNoeina Wtj i2:0i Z00Z- I -NHf SUBCONTRACTORS CERT1F!CATION Subcontractors' Certification is not required at the time of b d. This Certification must be completed by each sui Qntractor prior to award of any subcontract. `° S cc, f certifies that` (SUBCON CT r 1. it intends to use the following listed construction trades in the work under the subcontract and; As to those trades for which it is required by these Bid Conditions to comply with these Bid Conditions, it adopts the minimum minority and women workforce utilization goals and the specific affirmatives action steps for all construction work (both federal and non-federal) in Yakima, Washington, subject to these Bid Condition, those trades being: e 6 a .,%e v and; 2. it will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the Subcontractor Certification required by these Sid conditions. A di (SSigne ore f Authorized Representative of Subcontractor) 211 -••_• TE9'd 6S96 ?St' €0g4 ':jNI s,aNH8na WO T:?:OT ZOE(Z- I€ -Ntli' • 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 213 him the requirement to come forward with evidence to show that he has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed above and by making every good faith effort to make those steps work toward the • attainment of its goals within its timetables. The pendency of such formal proceedings shall be taken into consideration by Federal agencies in determining whether such contractor or subcontractor can comply with the requirements of Executive Order 112.46, 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. 214 PROPOSAL • Pathway & Sidewalk Enhancement Projects City Project No. 1753, 1903, 1904, 1905, 1937, 1938 Federal Aid Nos. STPE- 1485(010), STPE- 1485(012) STPE- 1485(014), STPE- 1485(013), STPE- 1485(016), STPE - 1485(015) The bidder is hereby advised that by signature of this proposal he /she is deemed to have acknowledged 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 ❑ IN THE AMOUNT OF CASHIER'S CHECK 0 DOLLARS CERTIFIED CHECK ❑ ($ ) PAYABLE TO THE STATE TREASURER PROPOSAL BOND • IN THE AMOUNT OF 5% OF THE BID ** Receipt is hereby acknowledged of addendum(s) No.(s) NATU' OF AUTHO -D OFFICIA s M VS ae Q FIRM NAME )''';1,A, � , (ADRESS) 62.14(2) PHONE NUMBER STATE OF WASHINGTON CONTRACTORS LICENSE NUMBER M 0 FEDERAL ID No. Note: (1) This proposal form is not transferable and any alteration of the firm's name entered hereon 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, please make reference to the following proposal number in your communication. 215 PLANS & DETAILS Project Details City Standard Plans Traffic Control Plan (Informational Copy) 0 -1 0 - n e w —I Z 0 0 12' 1 1.0' I 0 GRASS IGRA Fil r SLOPE =0.02 FT /FT /SHOULDER (- � � / / � /` j \ /� irinw • rem � ��h 0a- mow �aI�i 0-I! �' 0 ," gi - Agh - // \/ \/ \r \/ \r x. \r / ij N i jj r// r// r \ \� / /� // /i �� /��i\ /i\ //, \\ //\ / \� / \� / / X/X / \ / \ 0.2' CLASS 'A' ASPHALT (COMPACTED DEPTH) 0.4' BASE COURSE (COMPACTED DEPTH) COMPACTED SUBGRADE -I 2 I rn In 0 r Z va s � P N 1 G+ CC )(1Q: 1 • • • EXISTING CONCRETE • •"' IRRIGATION DITCH 42' CL III .. RCP ► I '► ( b 1- PLAN VIEW 1" CHAMFER (TYP) EXISTING CANAL WALL EXISTING WALLS SiNsR 544- PER STANDARDDETAI DETAIL cc. 42 c‘-• 111 REI' 2"X6" Notch ISTING CANAL FLOOR 4.5' CLASS 3000 COMMERCIAL CONCRETE PROFILE VIEW • APPROVED: 8.13.01 CITY OF YAKIMA- PROJECT DETAIL I HEAD WALL © PIPE INLET I P1 • A 3' -0" 3' -0" A...- PLAN ADJUST FOR TOP OF HOOD TO MATCH TOP OF CURB. SIDEWALK COMBINATION CURB & GUTTER CATCH BASIN FRAME, GRATE, & HOOD. INLAND FOUNDRY NO. 517 OR APPROVED EQUAL . p p . ° r (SHOWN WITHOUT GRATE) ° SURFACING _ i • ' : ' ice— BASE 0 30" RCP 1 110 1:2 GROUT COLLAR 00 i REMOVABLE 90' PVC TEE STORM DRAIN PIPE ® z ® ` c 0 telifi me SECTION A -A Di CATCH BASIN DETAIL NTS City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL I CATCH BASIN I Di 1" 1 -1/2" A 3/4" A Is 1 ...... N N �� N B B r 17" h 6-1/2" / 2 -1 /4" I 5/8" 23-1/2" \ OF a %� % ,%s1 . "_�- 6-1/2" 17„ 5 /8' _ N 2 -1 /2" 2" SECTION B -B j ' % NOTES ....40 i I THE FRAME, GRATE & HOOD "n ��, ,,,,� 3/ 4" HOLE 3/4" �� CD SHALL BE INLAND FOUNDRY I ,� .4r CO. N0.517 OR APPROVED 1. 23 1 EQUAL THE CATCH BASIN 36 " M SHALL BE AS SHOWN ON f t CITY OF YAKIMA DETAIL D1. SECTION A -A 24" in t O1 r i i I r ....c 0 . C r --,j . 12 "R `' , .I 1 1 a) I k 1 3/4" [-*-1" 1 -"" –C 6_ 3/ ► 22" SECTION C -C . D2 FRAME, GRATE & HOOD NTS City of Yakima – Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL I FRAME, GRATE & HOOD I D2 • SEE DETAIL R24 FOR TRENCH PATCHING 1 EXCAVATION PAYMENT UNE FOR PIPES 15 INCHES AND UNDER • I.D. + 30 INCHES .. NATIVE MATERIAL SHALL BE USED FOR • • BACKFILL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4a Val?' a CRUSHED SURFACING TOP COURSE p 0 F, • SHALL BE USED FOR BEDDING MATERIAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER. `ass UNSUITABLE FOUNDATION MATERIAL SHALL y � y� y� BE REPLACED WITH GRAVEL BACKFILL FOR SUITABLE EARTH FOUNDATION FOUNDATIONS CLASS B. (SEE NOTE) S4 TYPICAL TRENCH SECTION NTS City of Yakima — Engineering Division APPROVED: 2.10.99 CITY OF YAKIMA - STANDARD DETAIL 1 TYPICAL TRENCH DETAIL 1 S4 CAST IRON FRAME & GRATE i orrr/■1. r#0 1 1 x x A DJUSTMENT Ki SECION `- w w MANUFACTURER'S STANDARD 24' DIA REINFORCED SLAB v P POLYPROPYLENE eor COATED 1/2' GRADE 4 V a O 60 STEEL STEPS 48' DIA -- INLET PIPE 111 --.-I 6' t CONCRETE MANHOLE L1 I LAN R A DAPTOR (TYP) MORTAR FILLET 0 • IE PER ilk_ig 12' OUTLET PIPE II 0: PLANS 12' 90' ELBOW REQ'D, ON 18' OUTLET PIPES \ 0 CRUSHED SURFACING TOP I p: SLIP FIT TO MUST BE REMOVABLE COMPACTED TO ,6" 95X MAXIMUM DENSITY 6' MIN p 'l w�. dw�. dw' 2 , S, dw�w!'/ w�w .dwy,/w�.�,s, 6,/wrd;/w9w�wf.�, 1 1 -.� �._._ .�.� �_._..._._ MIN - .: _: 1- GRADE 60 REINF. STL, GRADE 60 REINF, STL, 0.23 SQ, IN /FT EACH WAY 015 SQ. IN /FT EACH WAY _ CAST IN PLACE PRECAST BASE BASE W/ INTEGRAL RISER APPROVED: 8.13.01 CITY OF YAKIMA- PROJECT DETAIL j 48" DIA. SEDIMENTATION M.H. I P3 NOTES: 1, SEE PLAN /PROFILE SHEETS FOR IE'S OF PIPES, 2, SEE PLAN /PROFILE SHEETS FOR ORIENTATION AND TRENCH LENGTH, 20' %�■ A % A --a /..% , ' p elf ° s 0 0 00 0: 0 0 0 0 INLET w -- FROM CATCH ' a 18' PERF, S =0,00 END CAP BASIN ` > ° ( 0 0 G o G 00 0 G 0 00 0 00 0 0° 0 0 0 0 000 00 0 4 • jo oodb o tb. ° 0 o 0 1 DRAIN ROCK SEE DETAIL THIS SHEET SEDIMENTATION MANHOLE A FINISHED 5' GRADE, SEE --\ EQ 1.5' EQ 1' 6 MIL PROFILES MIN MIN OVER TOP STIC COMP NCT BA" KFILL A /�• TO 95% a :.• > , o d o 0$ 0 ° o ° o . 0°o 0 18' ° PERF ° D.? u.) 2 SIZE DRAIN .._ ° ROCK, 40% VOID o Po 0 0 in GEOTEXTILE PIPE MAY BE FABRIC AL ADS OR HI -Q AROUND PERF PLASTIC SECTION A -A APPROVED: 8.13.01 CITY OF YAKIMA- PROJECT DETAIL 1 INFILTRATION TRENCH DETAIL 1 P4 H.D.P.E. ECC. REDUCER 18'X12' TO SMOOTH WALL PIPE STUB PERF, STORM MANHOLE DRAIN PIPE 4' A 12' PVC SPOOL 03112.75' OUTLET I.E. PER LANS r;�i \ .o ..� �.r ,.\\ i C 1.. \- FERNCO SERIES 1056 -1212 COUPLING OR EQ. VERIFY SIZE REQ. FOR PIPE DIAMETERS, 12' PVC TEE CONT. TO INSURE SLIP FIT TO SPOOL, CONCRETE MANHOLE PROPER CLEARANCE MUST BE REMOVABLE ADAPTOR BEFORE FINAL ASSEMB APPROVED: 8.13.21 CITY OF YAKIMA- PROJECT DETAIL 1 OUTLET PIPE DETAIL 1 P5 5 1/2" • 1/2" R 1 " R 1 •.� - -1" BATTE /11/2" R `A 1" R • • ' •�' Y EXCAVATION LIMITS ARE 6" BEHIND AND 6" IN FRONT FOR REMOVING AND REPLACING EXISTING CURB • _ 6 " 18 " & � CEMENT CONCRETE BARRIER CURB SECTION ( - - - ^ 1/2" R 6 1/2 " s.- 1 18" ,' CURB SECTION ® DRIVEWAYS AND RAMPS NOTE 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. R1 CEMENT CONCRETE BARRIER CURB NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL I CEMENT CONC. BARRIER CURB I R1 0 • R/W R/W 25' 25' z - ' t." 5' (MIN) 16.5' (MIN) 16.5' (MIN) 5' (MIN) 0 c GRADE EQUAL TO TOP OF CURB r- wimorimemer. N.x• N• 111 6" (MIN) 6" (MIN) (/) COMPACTED SUB GRADE 0 rn r CLASS "A" ACP (COMPACTED DEPTH) 6" CSBC (COMPACTED DEPTH) O r- R8 RESIDENTIAL - ROADWAY SECTION NTS City of Yakima — Engineering Division 0 rn o z amotwomoomm 70 to CO (4) 3/8" EXPANSION JOINT .- 1/2" RAMP TEXTURE 4 0111110 ... i 0 . / ( .,o1: e .rditiii... 04 \--- RAMP TEXTURE 1 V 0 -.. / � � ALL DIMENSIONS � ARE NOMINAL CURB & GUTTER W/ RAMP RAMP TEXTURE NOTES 1. THIS DETAIL INDICATES MINIMUM SIZE, SIDE SLOPE, 2. RAMP TEXTURING IS TO BE DONE WITH AN AND PATTERN REQUIREMENTS FOR ACCEPTABLE EXPANDED METAL GRATE PLACED AND REMOVED HANDICAP ACCESS RAMPS. STYLE, NUMBER, AND FROM THE WET CONCRETE TO LEAVE A DIAMOND LOCATION OF RAMPS WILL DEPEND ON SITE CONDITIONS. PATTERN AS SHOWN. THE LONG AXIS OF THE (CROSSWALK SEPARATION, CURB RADIUS, ETC.) AND DIAMOND PATTERN SHALL BE PERPENDICULAR TO SHALL BE INSTALLED ACCORDING TO THE PROJECT THE CURB. GROOVES SHALL BE 1/8" DEEP & SITE PLAN APPROVED BY THE CITY ENGINEER. 1/4" WIDE. 3. CURB RAMPS WILL NOT BE POURED INTEGRAL WITH THE SIDEWALK OR CURB & GUTTER, AND SHALL BE ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES BUT NOT AT THE END OF THE RAMP 4" BANDS ADJACENT TO THE CURB. idli: LESS THAN 4' USE ALTERNATE RADIUS AS �� co SHOWN ON PLANS N 3/8" EXPANSION JOINT �` i � _ / ` ::=:' ; CL OF SIDEWALK • ALTERNATE RAMP 1 � NM RAMP ALTERNATE RAMP 2 R13 HANDICAP RAMP DETAIL NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL I HANDICAP RAMP DETAIL 1 R13 SEE PLANS "' "" COLD JOINT 4" v � _ S= -0.02 i--- • C OMPACTED EARTH 1" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" STANDARD SECTION SEE PLANS 8" 4 " l S = 0.02 FT /FT ---•— f ' • ' ' * . . ' . .\ ' N . ' . . . a : s' \/.<(\\(' W* COMPACTED EARTH 6" 1" MINIMUM COMPACTED DEPTH CRUSHED SURFACING TOP COURSE THICKENED SIDEWALK SECTION NOTE 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. R14 TYPICAL SIDEWALK SECTIONS NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL I TYPICAL SIDEWALK SECTIONS I R14 N .. 7 �Rr 1 N. . N.. 111 �0 01, c. 01-- -- COLD JOINT -' CURB & GU I (ER f' 1" CSTC (COMPACTED DEPTH) 6" WSDOT CL 3000 CONCRETE W/ COARSE AGGREGATE GRADING NO. 5 DISTANCE VARIES — SEE PLAN YMC 8.64.070 CONSTRUCTION JOINT CONSTRUCTION JOINT ---/ R10 RESIDENTIAL DRIVEWAY APPROACH NTS City of Yakima — Engineering Division APPROVED.. 9.15.99 CITY OF YAKIMA - STANDARD DETAIL I RESIDENTIAL DRWY APPROACH I R10 CONCRETE APRON • 7' MIN. OR TO R/W LINE WIDTH PER YMC 8.64.070 (WHICHEVER IS GREATER) SEE PLANS RP 15' (MIN) A �� 15 (MIN) R • SEE PLAN EE PLAN • PREFERRED RAMP CONFIGURATION ALTERNATE RAMP ..,.. CONFIGURATION ....... .... • CONCRETE VALLEY GUTTER VALLEY GUTTER RAISED CURBING MAY CONTINUE INTO SITE. SURFACING • 6 " - i ,l a . ,,,,./••••••••••••;,, • • ..rte TO FLOW LINE 1 ' MIN" COMPACTED DEPTH CRASHED SURFACING, TOP COURSE ••••16 3' • VALLEY GUTTER SECTION A NOTES 1. CURB & GUTTER, VALLEY GUTTER, & CONCRETE APPROACH SHALL BE SEPARATED BY 3/8" THICK EXPANSION JOINT MATERIAL. 2. THIS DETAIL INDICATES GENERAL CONFIGURATION REQUIREMENTS FOR COMMERCIAL DRIVEWAY APPROACHES. STYLE AND LOCATION OF HANDICAP RAMPS WILL DEPEND UPON SITE CONDITIONS AND SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFIC PROJECT SITE PLAN APPROVED BY THE CITY ENGINEER. 3. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. R11 COMMERCIAL APPROACH NTS City of Yakima — Engineering Division APPROVED: 10.5.99 CITY OF YAKIMA - STANDARD DETAIL I COMMERCIAL APPROACH I R11 41100 FOR HANDICAP RAMP SIZE AND POSITION, . . . SEE APPLICABLE STANDARD DETAILS. • THROUGH JOINTS ON EACH SIDE OF AND AROUND EACH UTILITY APPURTENANCE. NOTES • 1. THROUGH JOINTS WITH 3/8" JOINT MATERIAL SHALL BE PLACED AT 20' INTERVALS OR MATCH EXISTING CURB JOINTS. 2. 1 1/2" DEEP DUMMY JOINTS SHALL BE SCORED INTO THE CONCRETE AT ALTERNATING 10' INTERVALS. 3. "V" GROOVES SHALL BE PLACED AT 5' INTERVALS. 4. ALL JOINTS, "V" GROOVES, AND EDGES SHALL BE FINISHED WITH AN EDGER HAVING A 1/4" RADIUS. 5 . SEE PLANS FOR WIDTH AND POSITION OF SIDEWALK. R12 SIDEWALK JOINTING DETAIL NTS City of Yakima — Engineering Division • APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL 1 SIDEWALK JOINTING R12 1" CHAMFER (BOTH SIDES) C 12" ADDITIONAL WALL BARS 1 e < '` 12" TOPSOIL SEE NOTE 2 ;' i. o ` 0 i WALL BARS a N f I w .�'�•• r . 1i . r . i ,..v.., - DRAINROCK i . GEOlEXTILE �r • . r'- :• �\,' FABRIC MEMBRANE = EXPANSION MATERIAL i - --sr •i :;,�• , i:� �.•. 1' P.V.C. PIPE THROUGH NEW CONCRETE SIDEWALK - • / WALL ®8' O.C. — ______ J.— eq . . ' / / / / / / / NATIVE BACKFILL iiiiiii MATERIAL M .'.'.'.'.. ►� / / / / /// . t o N I CRUSHED SURFACING - TOP COURSE.'.....•. �e • / / / . / / / _ 12" �� • tom FOOTING BARS EXCAVATION PAYMENT LIMITS TYPE 3 H A B C WAL BARS FOOTING BARS (ft. -in.) (in.) (ft. -in.) (in.) (in.) (in.) 4' -0" TO 6' -0" 8" 2' -6" 8" #4 0 12" 0.C. #4 0 12" 0.C. 6' -0" TO 8' -0" 12" 3' -6" 8" #4 0 12" 0.C. #4 0 12" 0.C. 8' -0" TO 10' -0" 12" 5' -0" 8" #5 0 9" 0.C. #5 0 12" 0.C. NOTE 1. CONSTRUCTION JOINTS 0 20' O.C. WITH 1/2" EXPANSION JOINT MATERIAL. 2. PIPE SLEEVE FOR FENCE POST TO BE POURED IN PLACE. INSIDE DIAMETER OF PIPE SLEEVE SHALL BE SIZED TO ACCOMMODATE FENCE POSTS MEETING THE REQUIREMENTS OF THE "CHAIN LINK FENCE, TYPE 6" DETAIL. 3. WSDOT CLASS 4000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5. R19 RETAINING WALL -- TYPE 3 NTS City of Yakima - Engineering Division APPROVED: 9.15.99 • CITY OF YAKIMA - STANDARD DETAIL I RETAINING WALL - TYPE 3 I R19 1" CHAMFERS (TYP) --\\ • i 4 d . d d d G ' ' 4 4 • JOINT MATERIAL PLAN VIEW --*-- 3" -0— TOP OF WALL —\ —.^ 3 " „ a Q d " 4 . ' L.* 11 Q d ' 4 ___..„.......... 4 ________ .....a....._ 4 .4 - - 4 p fl ..... • . 1 ........ 1 TOP OF FOOTING c REBAR (TYP) d _ d 4 ' .6" '. 4 .76". ''' ''. ''. 4 _ ' 4 . FULL HEIGHT VERTICAL BAR EACH SIDE OF EACH JOINT 2" PREMOLDED JOINT AS SHOWN. MATERIAL AT 20' 0.C. ELEVATION VIEW NOTES 1. FOR WALL DIMENSIONS, REBAR SIZING AND SPACING, REFER ' TO RETAINING WALL DETAIL. R20 RETAINING WALL JOINT NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL I RETAINING WALL JOINT I R20 — r--- -- EXISTING RETAINING WALL d DRILL 1 1/2" DIA. HOLE ((J EPDXY BARS IN DRILLED HOLE SAW CUT EXISTING WALL 4 • 12" x 18" # 4BARS 12" O.C. NEW RETAINING WALL 1" CHAMFER PLAN VIEW d • r • • . . 12" x 18 " # 4 BARS 12" O.C.. • ' 4 ' . (2 BARS MINIMUM) . • • • 4 4 . . • 4 4 • . 4 . 4 ELEVATION VIEW R21 CONNECT TO EXISTING WALL NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA • STANDARD DETAIL I CONNECT TO EXISTING WALL I R21 WALL TO BE 6" THICK BOTH SIDES OF STEPS. HEIGHT TO MATCH SURROUNDING GRADE UNLESS OTHERWISE NOTED. ' SIDEWALK .::•:.•:.•.:•.::•.:•.:•:. � ::.•.•:.•::.•::. � .: PLAN VIEW 12" SAW CUT #4 BARS ® 12" O.C. AND EXTEND INTO WALLS ON EACH SIDE. (TYP) V • #4 NOSING BARS (TYP) ` / • / f r • y l . 0.257FT J ' • #4 BARS ®9" O.C. • 2 `� c " \ d SLOPE TO DRAIN • y G r �� y r2 12" VARIES SECTION VIEW NOTE 1. WSDOT CLASS 3000 CONCRETE WITH COARSE AGGREGATE GRADING NO. 5 2. RISERS SHALL BE 8 ", TREAD SHALL BE 12 ". 3. TREAD SHALL HAVE A LIGHTLY BRUSHED FINISH CREATED WITH A SOFT BRUSH. R22 CEMENT CONCRETE STEPS NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA " STANDARD DETAIL I CEMENT CONCRETE STEPS I R22 EXISTING PAVEMENT — DEPTH VARIES ASPHALT CONCRETE PATCH LIMITS 1' -0" EXCAVATION UNE 1' -0" 1' -0" (MIN) y it �3 ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA ACP CLASS "A" 0 1.5 TIMES DEPTH OF EXISTING ASPHALT. 3" MINIMUM COMPACTED DEPTH. 2 EQUAL UFTS 6" CSBC (COMPACTED DEPTH) ASPHALT CONCRETE SURFACED EXISTING SURFACE — DEPTH VARIES GRAVEL SURFACE PATCH LIMITS 1' -0" EXCAVATION UNE 1' -0" 1' —O" (MIN) pgryy y jy�q� y VJNC�i�i�i!Yilatti9�i9i�i�3Sfi tIMISI �:� MUM= r� r A ALTERNATE BACK SLOPE AT CONTRACTORS OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA 2" CSTC (COMPACTED DEPTH) GRAVEL SURFACED UNSURFACED AREAS PATCH EXISTING GROUND LIMITS 1' -0" EXCAVATION UNE 1' —O" 1' -0" (MIN) + + + + + + + + + + + y i�Cn + + + + + + 4 + + + + + + + + + + + y r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + y 4 ALTERNATE BACK SLOPE AT CONTRACTORS r OPTION AND AT NO ADDITIONAL COST TO THE CITY OF YAKIMA 12" MINIMUM (COMPACTED DEPTH) NATIVE MATERIAL FREE FROM ROCKS. STORE IN STOCKPILE WHEN REMOVED DURING TRENCHING. UNSURFACED AREAS NOTE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE RESTORATION INCLUDING WADER REPAIR SECTIONS RESULTING FROM ALTERNATE BACK SLOPE AT TRENCH SIDES. R24 SURFACE REPAIR DETAIL NTS City of Yakima — Engineering Division APPROVED: 9.15.99 CITY OF YAKIMA - STANDARD DETAIL 1 SURFACE REPAIR DETAIL I R24 • Brace posts End, gate or corner post Line post - - and barbed selvage EI:: Brace post r.• • • tt • -- Pul I post Q }`_ Top r'ai i ;$ ti> , £:: Fobr is band : ::: : 1.: '• . - '.3'I • IP•$ .:•:. : Ii: h i:.�'!t. -top roll •S - Brace post IA; v,< a 1 Chain link fabric ; - Stretcher bar O ijt • Trus rod : : ' wir e- "% • •al \ k: : yIle• Truss rod Tr. ••, Twisted and • •, . barbed selvage as ., Line post Brace post - - CHAIN LINK FENCE TYPE 1 ;r End, gate or corner post Twisted and barbed selvage Brace Post S r$ r . Pull post }ii �•' ha k f � s +� f : } 0 : n abrc ' t ?: : s r • " ::+• ?:; 1 ,i I. :? : S $: ;'� +'• 5 r i „i .r. -' . '' �r< {: nil bar Stretcher el - Twisted and barbed ♦ {II N svage I Brace post Brace post CHAIN LINK FENCE TYPE 3 End, gate or corner post Pull post Line post Brace post -- _ 1.?: Knuckled se i vage ? � ii 1... 4: •4 •: : $ S: v rai I 2 s ' < ? s, r :ti '�b band ! 'Str etche r ba r\ .�r,i; li %Y//. / / / % /l: / /!. / // / / /:' c ai : Bra 4 fir: it CHAIN LINK FENCE TYPE 4 CHAIN LINK FENCE Brace post H. N End, gate or corner post Line post -Brace pos 6 QC � �ra1ATb � � � E ,•, Sleeve Pull post y c :•s •- •; --A Knuck led selvage i s x i ? ::: iiii lir, !iv :: t a • :� ''•: - Chain link fabric { {. _ '' ?; l'.'4:4 v - • . r : #�: Y i '• " � I Top ra i I 'r$ S' +, AL p ob HP iirm } .. y N y - Fobr iC Band j g �OI '2” Y ?1;1 L;; i:} v ^ Te ns i { {Il fj /ONAL SaOt 0 I T •• �,: on wire ,, ` . ♦ ♦ . . '/ T �� ®' — \, 0 •y . ♦ .' 4'• IE %NR[S uAY 3, t99! '10 ii ' STANDARD .; PLAN L -2 APPROVED FO' 61B !CATION CHAIN LINK FENCE TYPE 6 '� //, „;,/ 74 _ .4 0 SIGN ENGINEER/ ` GATE ' WASHINGTON STATE DEPART. NT Of TRANSPORTATION OLTHPIA, WASHINGTON Sheet I of 2 Sheets • r 3 �2" rrr 1 11IIII 1 A 1 /4 I S /e" NOTES: . )i\ Y -- -1 AI! concrete post bases shall be 10" minimum diameter. 11 Fabric loops - - � AI I posts shall be spaced of 10' maximum Intervals m ti x - - x unless otherwise directed by the Engineer. k Top or bottom tension wires shoal be placed within the Y -� limits of the first full fabric weave. Y '/1 It `� / Radius Details ore illustrative and shall not limit hardware 1J - Fabric loops ITYP1 . Line design or post selection of any particular fence type. END, CORNER AND PULL POST RAIL AND BRACE LINE POST ROLL FORMED SECTIONS MEMBER BRACE RAIL & TOP RAIL LINE & BRACE POST -- TYPE END, COBWEB, & PULL POST GATE POST ROUND 11 RDLL FORMED ALL __ - . -___. BOUND H - C0LUMU ROLL FORMED ROUND - POSTS ROLL FORMED ROUND . Weight Weight Weight 1.0. Weight - - Weight . Per Foot Size Per Foot Size Per Foot Pipe Per h Size pe Foot Size PWeig I.D. Weight - - ID. I (Inches) (Pounds) (Inches) (Pounds! (Inches) (Pounds) .inches) Wounds) finches) (Pounds) (Inches) (Pounds/ finches) (Pound (Pounds) finch Per Foot Pipe Per Foot es! Weight ds ) (Inche ct,e We l s! We (Pounds) LENGTH 1 l' /A 2.27 1' /� x IS /a 1.35 f /e x t' / a I.35 _ __ 2 3.65 2 ' / 4 4.0 15,4 x i % 8 2.34 21/2 5.79 31/2 x 31/2 5 . 1 4 31/2 9. 1 8' -8" • 1 .35 2 3.65 x i t . 35 I x 1 x 2.27 9. 1 8' -B 5.14 3 x 1 3 1y, 2.27 Iv, x I /e 1.35 IS /, x r11/4 1.35 11/2 2.72 T 2.72 f CHAIN LINK FENCE - 1 /N 5 /e %e I .85 2 3.65 3' /z x 3%z 31/2 '" 11 1' /A OA I 1.35 1 s/e x 1' /r I .35 I' _ -- - -1- --- - ---1 /t 2. 1T /8 2.72 1 x 1% 1.85 2 3.65 }'' /z x 3' /z 5.14 3%z 9.1 , &M 4 i Fes, 6 _ i' /A 2.27 IVA 5 / S/8 11/4 ' V - - - - -. A 2/i 4.0 1% x 1 2.34 2 r -- -- -_- p - ,� %z 5.7 9 3 / x 3%z 5 1 4 i -- . - - 3/t 9.1 g•_6,. 1. 1 _ - -.- ___ _ __ J e � °roxAL tr - -- gymES NAY 3mmi STANDARD PLAN L -2 APPR VED OR QL ATION ./ , //. . ., "% d .IA OE ICN tN0 NEE 0A1 A " 8SN)NCTO1) STATE OEPA RENT Or TRAHSPORtAt10N OE ARP IA. WASHINGTON Sheet 2 of 2 Sheets 4Y.1 " 01A DIA '— Vie "x8 % /e x "" Square plate 2" Steel plate Steel j -- , � cop plate A �a 1 _ LLL VA" x 2" ' ` jj Full surface R c L AND .-:...= "(�' - -/ heavy welding V "• - IM z t..� 1 ^ I I ( • I I hinge Reflective M mo w - in""/ L iv i tape I� c /a x oUc j r y. ±)-1 la-- i —.4 i1/2" CAP AND HINGE \ n v v �n 0 e'/z "" x a c 1. L COVER PLATE 3" ID steel pipe �' z 8 � "" o c. Chain -x 9 Direction of iv ` - -� — _ O . /'- Flnlsh 1 A Pedestrians ' . --t-- g rade %" x 8/ "' I Bicycle Traffic Square plate-- - S r y � Am.00...-- - m Bose assembly I"- 2y2" 3' %" Hole- 1"'N1 cI ;.1 FRONT SIDE • � __. —� VIEW SIDE -- Concrete footing A A a TOP PLATE POST "h/ Pipe drain. 5 /i "' �_ u� A -� u��� ID pipe 7" long • 'E - -'4 "" ID �$ 1:,. :l:.,f:! Granular free Steel pipe — Co ncrete tooting drining mater Tai - ______J round or square SECTION A A 0 PLAN Co p ' /.'" Grade 3 Chain 6" long Vs 0 ill /� Cover plate • ° �`, TYPE I BOLLARD , , PIPE SLEEVE Top plate _Cap Q q& A Cover plate Q Q� �oEt +wi �•9 "" x 1 %8" Square plate — <' --Pipe sleeve A V IN' welded to underside .' x 5 "" /2 Chamfer (TM) �_ of co and hinge. `.f; AY Square plate P 9 r �.n f TSti. O b A ed Et1R % Base plate 'ft/ORAL b 3/4" DfO h012 - -- -JI Top plate Alit- *SO" , i/8 14 RD PLAN H-13 TAY 5,199!1 _ 1/4 / ` - � STANDARD BASE PLATE ya APPRD : OR •.:LM. ION BASE ASSEMBLY 1 � z } q " = -- SIAM tHG DESIGN ENGINEER aA,• • RASTA /HMO STATE DEPARTMENT Of TRANSPORTATION i7 OLYMPIA, WASHINGTON ■ • • • • CONSTRUCTION PLANS* Project Areas �9-f. ���� Pathway de �c Si vva I k w E S Enhancement ° hSR 72 '-- ., . r-- imommilmommilmilm \_ MYRON LAKE - �_, LAKF, ASPEN �p City No. Description Proj. No. Federal Aid No. \ >..K s 1 Powerhouse Pathway - Chesterly Park 1753 STPE- 1485(010) ., ; .•-- 1 :- _ _.�.:. _ 2 N. 34th Ave Sidewalk Connector 1904 STPE- 1485(014) //�'' —'��.' S , • ' e e \ . {. = 3 Englewood Ave to Robertson School Pathwol 1905 STPE- 1485(013) } ii 4 Robertson School to N. 24th Ave Pathway 1938 STPE-1485(015) STPE 1485(015) -r j /� 1 �� 5 N. 20th Ave to N. 16th Ave Pathway 1937 STPE- 1485(016) 4 iEF r 4 : � �I rr _ 6 N. 16th Ave to Swan Ave Pathway 903 . _ ^ ._ — e . . 1 a 4 ,01MIE 11 mi y ' ? , �f R� �� Li 111 / J AI I Y �> „ ' nr ,� 3 . ^ , "^x'€�` s ; 3 f ` A �� [l2 ., FR„Tr---.---1 l I 4 A. � $ „ • • •£ 3 �Y , d � 1� / u ' •ME ». 6R• [Ri D• SCIpOL iy ,S'' .,,�`^'��'-� d L j 1 1 1 VIC INITY MAP �' # � NOT TO SCALE f •: it' ' 0 �.,r- • r • • y r:" '' illy �� . ' _ -. IZ orfo PLAN DISCLAIMER LEGEND a il_. x .- :`^- 4�. � (a k ima . .___ __�� UNDERGROUND FEATURES SHOWN HEREON REPRESENT 0 ssMFI SEWER MANHOLE SDMI-I STORM DRAIN . JANHOLE 1,10 BEST AVAILABLE INFORMATION AS OBTAINED FROM LOCAL FIRE HYDRANT u SIGN RECORDS AND VISIBLE SURFACE EVIDENCE. THE CONTRACTOR ® WATER METER IS CAUTIONED TO VERIFY THE LOCATION AND DEPTH OF ALL = Mg MAILBOX `( W. A IZ')+1�• u ► All '�' 111erICa Cit UNDERGROUND FACILITIES. STATE LAW REQUIRES THAT ALL VI WATER VALVE ❑ CATCH BASIN EP �e �� p4 eASg s' , s ;ae e )'° A.. , ?: EXCAVATION WORK MUST BE PROCEEDED BY NOTIFICATION TO STREET LIGHT k'1 YARD LIGHT 4 � � �� g;', ^ ALL OWNERS OF UNDERGROUND FACILITIES THROUGH A ONE �:� �~ GUY WIRE ` .3 I � � NUMBER LOCATOR SERVICE: 1-800-553-4344 CONIFER TREE ® JUNCTION BOX ' 28818 -0- UTILITY POLE d DECIDUOUS TREE asst NAL . N MON. IN CASE •C--4 NEW CHAIN LINK FENCE NEW PATHWAY PAVEMENT (EXPIRES 11/17/2003 1 1%'� °r�4 1'' Deceriber 2001 I i' i N. e _1 - I Q �` P C31 I • 1 ' \ VER RDA D 11459 - 0 1146.07 N n C a ' PVI STA = 10 +17.74 ( n N N r,..� PV1 ELEV = 1145.57 m ' 1145.5 PVI STA = 10 +24.10 �' D , Q s A PVI ELEV = 1145.51 CD • 4 7.49' 2 0 ri . \ ° PVC STA.= .10 +42. re 8 '1;4.3.8 PVC EL.= 1144.42 . m ' .j TT43_97 ;d PVI STA = 10+67 0 01,0�E� J 1142.9 i r PVI ELEV = 1142.90 96 � �kO\' r 4th PVT STA.= 10 +92 0 14• N P VT EL. = 1142.69 I : RC .1142.3.. + 0 1142.62 1 1 1 0+ ,3 47 1 z i 1 1 \ ' 1142.1. 1 I ` ' 1 o 2 C Z 1 m Z o j + 1141.9 1 1 t ' 0 0 1 i co. p 171 a • 1 PVI STA = 11 +69.28 1 1 1141.7 1 I� PVI ELEV = 1142.05 I L9 6, 1 1 1 \I T € I _ N . 1141.9 . . It t o 1142.22 1 c,, 0 •6 • I 1142.0 1 ti 1 1 I J 1142.1 - 06 X 0 1142.51 1 I S -_ �.S 6 k �� 0 PVI STA = 12 +68.54 SS 1142.4 111' PVI ELEV = 1142.61 c A, \ S . __ S t I o \ w 1142.7 i o 1143.02 o \ 1 I \ 1 t 1143.0 ,. ^ A4 \ \ j a . �� to X 6 i + 1143.4 ; ' Q p 6 o0 1143.67 1 et _ 13 +18,2 \ 1 1 `-- 1 1143.7. t 1 11..........----- Iw 0 + 1144.0. t . t 0 1144.32 I o 1 1 Z t Z 1144.4 1 \ : 4 _ 1 \ 1 t \ z. + 1144.7 1 1 1 t +O oti 1144.97 1 p o t 1 . Z 1145.4 t � .. PC = 1 33.94 0 k o 1162 PVI STA 15 01 P I PVI ELEV 1145.78 gi o'' sT t7 0 o z 1 N m *,7 \ \ \ c ,•- 4 , 4, . c' O 01 p _ Ii • \ 41:. Project Eng. RT Powerhouse Pathway - Chesterly Park o ' Plan & Profile ___ ` �o City Of Yakima Drawing Scales `fit 'X) Engineering Division 10+00 to Horizontal = 1 "-40' Federal Aid No. STPE- 1485(010) �� 129 North Second Street 15 +00 vertical = 1 " =5' City of Yakima Project No. 1753 44 '' , ...... '/ Yakima, Washington i - _ 1 , _, _. _.x \I/ ' ' 7 - _ , _ ..., _. _.x / I \ • :71 4 cn 01 + 01 o c,1 - o i I 1 _ 1 -- _ cn 1145 3 . c + • i o 1145.62 o t PV1 STA = 15+12.01 I --..... r-,.., 1 ■• • 1 • 1 PVI ELEV -= 1145.78 • •\,\,\.%.,...... " 1145.5 1 1 - • • 1 • , 1 I V.3531, • i Z ANA . 1145.5 0, /14-6.0-1 1 o i Fo ,T • ......z ?< 1 i 0 Qt. .... i __,, ........ r.45.,E i ozz i z P cn - - + t 0 I 0 C :1: -1 0 1 I x .., C4 61 1 4 1145.7 + .., o 1146.32 i 0 sb. -4I■. < N d i P 1 bs 4 m e r.) > I A e_jb ,-1,,_ ll N, -, , -.4._ 1 1145.8. i Z' 0 ',,r,'' 9' Z m 1 : i i - C i 16 lir.. • - , ,,k e t' e• M 1 .... 1 . - / 1 (7) 1146.1 t + i 1 ()I 1146.62 1 o t 1 1 i I ; 1 1146.3 i - 1 1 0 1 0 i Z -I - 1146.5 + i t o 1146.93 i PVI STA = 17+09.86 o 1 i• 1 PV1 ELEV = 1146.99 I t 0 , 1147.0 % 1 ‘ - ID > < r1-1 I I ...... X M CI OD -I 1 1 O 1147.5 t I > 0 + t i I X (J 1147.71 t 0• 1 t t 1148.0 t 1 17' CO t co, + r i .1 I as 0 + • i 7 3:-) C =-- 18+10.17 0 1148.61 1 I II 1148.8 1 t 1 (A\O 1 .70 ..., I 0 0 c° 1149.2 t 1 ul + i csk. 01 1149.51 - / , • o I PV1 STA =18+6455 11- s 1149.3 PV1 ELEV = 1149.77 i • i ■.?" v • • - i 1 ° I 7 t 1 / RIP 1.° 1149.0 i 1 ../. CD 1 N, qb . + i o 1149.36 i o I PV1 STA = 19+13.73 / 0 . 1 1 i •A 0 t N., 1 PVI ELEV = 1149.21 • 1 1149.0 1 • r ,.0 t 0 'Po 0* I') i. C) c r o '17 6 7 • I NZ. k..0 1149.3 1 X + 1 7 7 c o 1149.68 I 1 PV1 STA = 19+62.45 P- •Lt 1 v -,..--- , 1 PV1 ELEV = 1149.84 / „.,, lb /9 1149.5 1 • 7 i • IPA' i .c,746 ■ • ,^74. , J / N.) 1 ;) 4, i O 1149.6 1 + 1 1150.20 .-,..z 00 t i :' i i i o 1 o 1 1 1 I zci•e,g7 - 1 . i 1149.9 1 ' -I, / • ■ i • --i) -P C.71 CP / . cr, o cii - Plan & Profile Project Eng. RT Powerhouse Pathway - Chesterly Park c' * City Of Yakima 1 ` ) ___ Drawing Scales -L_ Engineering Division _11,1P,X/ 15+00 to Federal Aid No. STPE-1485(010) 0 -P• Horizontal = 1"=40' 'Nos/. ', • in North Second Street 20+00 ,..,..„..,„, .■,-,i Yakima. Washington Vertical = 1"=5' City of Yakima Project No. 1753 ---- i 1 3 3 i 7 1 _,. _. 4 01 01 ,Q, " c (31 O 01 ,r n j l ' , gyp' '' i fi r« , { r 4 Pi ° 11.49.6 i 'ri''.r¢�: T 0 1150.20 I: x ,� i %, s v a iP 1149.9 I. 1 n < a ; . I. 1 a' a a .r „3 1 0 aX ' •t. • N I ooa$ , ° + •1 `moo ° 1150 1 Zo "� ,`,3 cn 1150.68 . 1 $ , . 'b 0 4 �y� c i A / 1150.3 I I 1 / � 1y -1 I I 1 1.50.6 Ai //' 0 1151.16 : • . i .�' ' `' • I 1150.9 . l i : . { t / 1151.2 1 /c,?' 0 1151.64 i I PVI STA . • = 21 +65.01 1. 1151.6 PVI ELEV = 1151.79 . I J / £ I t co + 1152.0 i i PVI STA = 22 +02.37 o 1152.34 'I PVI ELEV = 1152.38 /4/ { 1 // / 1 14 1151.9 I PVC STA.= 22 +33.51 , Ill ` 1 PVC EL.= 1152.26 - N 1 I- 1151.8 : I pe cn 1.152.09 1 2 ° i 'PVI STA = 22 +58.51 cn / 2�c 48 , 1 / PVI ELEV = 1152.16 .9 / ? 1151.2 / L a SS 1151.47 / PVT STA = 22 +83.51. . ,1 PVT EL.= 1151.15 ` i�� + N 1 (46 11.50 / ` '' r o w 0 1150.48 , go o t o S S 4 '/4 1149.2 /I /I / \ SS 1 1 \ ' • 1 \ \\ SS + 1148.2 • 1 � � . X cn 1148.46 • 1 0 1 [13 SS PVI STA = 23 +70.98 Ci k • r , FL -.\ 1147.0 �i PM ELEV = 1147.62 • �. ;•'; Ye x • ,cW �.. N : i °• PVC STA.= 24 +00 ©� ,? • + 1145.5. . . ... 1 ,', 0 1145.92 1 o PVC EL.= 1145.92 7 Q y O ,. m Q 1 < �,+ 1144.1.....1 mo / 1144.59 " i 1 1 m . I ry + 1142.8 1 ;PVI STA = 24 +50 o p D \ ( 53 + -7 L� 5� cn 1143., - I p 2 o I PM ELEV = 1142.99 N p P , Oz i N p o ' 1141.8 C .?") \ 1142.711- U+ 1 U' 1141. ; PVT STA.= 25 +00 \ p 0 1142.2 PVT EL.= 1142.22 a j 1 1 0 ,3 ti ii , 114113 1 \ o a a. , 1 an C,,J N r 4, ,.. ' i t's, CS // cri (A m Project Eng. RT Powerhouse Pathway - Chesterly Park Plan & Profile ___ /r�� Lt. Engineering Division `� City Of Yakima Drawing Scales � 20 +00 to Federal Aid No. STPE-1485(010) �_ _•_�� 25 00 Horizontal = 1 " =40' .''..' 129 North Second Street + Vertical = 1 " =5' City of Yakima Project No. 1753 Oac ro'` Yakima, Washington Y -a 0 7 ^] 'Pry 1 y -.: rw Pi- v' 1145.3 I . 0 1145.62 1 " �+a °O� ` . ' -, • ' o 1 a f A V 1145.5 i / 43 z m 1 ^ n y j 1 A# / - i aoy /, °i 1145_5 i o y �� � =O co / ; /J y / 1 / 17O -y 1145.6 1 1 1 A -� n7 1 O 1 1 1 1 °' 1145.7 1 " z 0 1146.32 t . (>1) 0 . . 1 . • / 1 177 moo` 1145.8 1 1 1 2 c 1 + 1146.1 cri 1146.62 I PVI STA = 21 +65.01 tI. I P_VI ELEV = 1151.79 1146.3 i �, 1 co I ti / I PVI STA = 22 +02.37 X v 11' 1146.5 I 1152.38 00 +°0 1146.93 i PVI ELEV = � /, } I 1 w r I co t- I PVC STA.= 22 +33.51 11 � PVC EL.= 1152.26 1 PC + 1147.5 i PVI STA = 22 +58.51 2 ,c / cm 0 1147.71. ,� >.. o 48 9 PVI ELEV = 1152.16 / i i .) SS 1148.0 PVT STA.= 22 +83.51. 1 �t / PVT EL.= 1151.15 , 1 1t1 ) ' ` ►1. 1 + 1148.5 ss 0 1148.61 i o T1 4 r ss 1148.8 \ \ \ Ss + 1149.2 i ��J \ Ss 0 1149.51 i \ / PVI STA = 23 +70.98 �G / X PVI ELEV = 1147.62 Q \ \ \a 1149.3 '� X i / V PVC STA.= 24 +00 �a Z' • ..... . . 0 .. '3 z + 1149.0 PVC EL.= 1145.92 ' ��00 0 1149.36 / \ 1149.0 I ' i PVI STA = 24 +50 O o ,244 -14.54 + 1149.3 PVI ELEV = 1142.99 !L Pl 0 6 1149.. 1 1 I N 1149.9 \ + I I 1 PVT STA.= 25 +00 / O � N a ► _ N ° 1149.6 PVT EL.= 1142.22 O 1150.0 0 �3 I � S Tyr P 9 � cc All I ' y f , ! • 13 1149 -.I r i.\\'.---`'s .'i.'• I� CO \ \Z, _ \ t::: iiii, Ran & Project Eng. RT Powerhouse Pathway - Chesterly Park - � PrOfiie � City Of Yakima Drawing Scales �'�`�� Engineering Division 20 +00 to Federal Aid No. STPE 1485(010) 25 +00 Horizontal = 1 " =40' '.� ® `` 129 North Second Street Vertical = 1 ^ =5' City of Yakima Project No. 1753 _ __ Yakima, Washington \ a I -fr , .s A: . / / C b ;5 , a., 1.) i 'T PVC STA.= 24+00 • N 1145.5 / c'' + , 4 \ S o 1145.92 / PVC EL.= 1145.92 o / / I / 1 1144.1 / 1144.59 / `• / 1: II • I . iv / i PVI STA = 24+50 4 " 1142.8 B • 9' ± 15 c.n 1143.53 , P. 0 1 o r 1141.8 PVI ELEV = 1142.99 -4-NN I 4. . i 4'• 1 I ; 13 1 t ■ , .1142_74 I 0 -I-- \ 1 a * 1 1 ( 1141.5 PVT STA.= 25+00 rn I I_ fp o 1142.22 I o PVT EL= 1142.22 1 1 PT = 24+74.54 1 X \ I i 1 1141.3 I i 0 1 - I in • 1 I 1 G., C ND 1 I 01 1 0) ± 0 1141.1 I , . ni 0 + c..n 1141.46 ; PVI STA = 25+58.02 _I o I I PVI ELEV = 1141.34 1 33 _ 1141.1 I 0 i \ > I 1 0 1 ' m 1 • 0 ) 1141_2 I Z + 1 \ 1 50 1141 . ' 21: o 1141.50 .,4 I IC° i 1 • d i - o 1141.2 1 1 / 1 * 1 1 N I 0) P' 1141.3 i + cn 1141.69 I o 1 0 1 I 1 1 1141.4 \ . 1 o 1 cc , r C 7- 26+50 1 1 4 i 1141.5 I _ o 1141.89 I k I I 4‘,4 0 44At .\ 1141.6 : i l'•• CD I 0 I , rb _, IV • al ......1 _,, -- 1141.7 I P 0 r _ 26+ 4. 4- I-- - cr, 1142.08 1 0 o i 0 1 1 1141.8 i 1 1 1 1)•\ 1 i t N.) I 0) 1141.9 / + 4 1 I'l 03 o 1142.28 I o 1 CA ,„ I i..,'; 1 PVI STA = 28+18.35 cn 1142.0 i (A ; 1142.35 PVI ELEV = 1142.35 1 • • ° CC -= 28+01.:4 fo, 0 ° .____ 0 > \ '` -13& •- 1 1 ...--\ 0 co k co -. co - rn z -t > Z ...x _,. -u -4. -i.. oi o 01 o ... Project Eng. RT Powerhouse Pathway - Chesterly Park 4, Plan & Profile 4.-.1' \ City Of Yakima Drawing Scales Engineering Division , Ilip vp , Horizontal = 1=40 24+00 to Federal Aid No. STPE-1485(010) ' ' . S l Nol11111I */ 129 North Second Street 28+00 be ,_ ‘ „ % Vertical = 1"=5' City of Yakima Project No. 1753 ,.. _ - . Yakima, Washington -...■•■■■■•■--.■•■" N. 34th AVE. 0 EN ANCEMENT .CO P ROJECT _„ E - >- m WEST SIDE O F 34TH AVE. ci ,_ m r ,„--. SOUTH OF POWER HOUSE ROAD .. c . ea a Z ; Y U W NY City Project Number 1904 % `` 4 1 Federal Aid Project No. STPE - 1485(014) � a; ..")) . 11E NOTES o (Numbers reference to numbers on plan sheet, sheet #/9) i a N 00 o C a 1. Begin construction at existing concrete sidewalk, curb /gutter and retaining wall. O = ' ELEVATION DATUM 2. Construct Type 3 Concrete Retaining wall per City of Yakima standard details R19, R20 and R 21. () a i° Z U l X AT THE IN HEX BOLT LOCATED INTERSECTION OF 3. Remove existing irrigation pipe and concrete irrigation ditch liner from station 18 +16 W 3 AVENUE AND E T CITY OF YAKIMA g g P P irri 9 GPS #715, HAVING AN ELEVATION OF 1188.299. to station 18 +54.28 and replace with new 42 CL III RCP storm sewer pipe. e a i I 4. Construct new irrigation headwall at station 18.54.28 as per detail. s o Retain and use existing metal grate. ( ) I>Z 5. Construct six concrete step risers between stations 18 +66.67 and 18 +69.67 per City of Yakima C/) N z ci E standard detail R22. �_ Y 6. Construct new irrigation weir box, using Project Detail P2 incorporated in the Approved Working C i m .4- Drawings, at existing 4" outlet in irrigation canal wall. Use cover from existing weir box being > N o replaced to cover new weir box. < 0 if 7. Remove existing weir box and associated irrigation pipes. Retain existing cover as per note 6. -a n V 8. Install new 2" irrigation pipe as required in accordance with the Approved Working Drawings. (Approximately 70 L.F.) M LEGEND 9. Repair and replace existing irrigation pipe as required in accordance with the Approved Working Drawings. 10. Utility pole to be relocated by others. . 11. New 5 foot wide by 4 inches thick concrete sidewalk from station 18 +15.78 to station 20 +92.76 DENOTES RIGHT OF WAY LINE 12. Existing sprinklers to l;s relocated behind new concrete sidewalk. o -- - DENOTES EXISTING UTILITY POLE 44 DENOTES EXISTING SEWER (Co- ordinate with City of Yakima Parks Department.) - .• 3 °' a ' DENOTES EXISTING GUY ANCHOR mn DENOTES EXISTING IRRIGATION X 5' X storm drain infiltration trench as per details. a, 5 ' c J O O 13. Construct 20' z z Q DENOTES EXISTING STORM DRAW MANHOLE DENOTES EXISTING BURIED TELEPHONE 14. Construct handicap access ramp per City of Yakima Standard Detail R13 and plans. m 3 11 • UT ❑ DENOTES EXISTING CATCH BASIN „// / DENOTES ASPHALT 15. Construct 48" DIA sediment manhole per details and plans. w 11 Q DENOTES EXISTING SANITARY SEWER MANHOLE , DENOTES CONCRETE 16. Construct storm drain catch basin per City of Yakima Standard detail D1 and plans U o c° 0 DENOTES EXISTING TREE - - 1 pipe with approximately 6 L. F. of PVC storm drain I e exiting to the west. p ��"�"�' 'o N 'o DG DENOTES EXISTING WATER VALVE 17. Saw cut the existing curb and gutter at station and remove the, existing , W. A _ °- _ 0 DENOTES EXISTING SIGN ® g DENOTES EXISTING WATER METER curb and gutter to the north. , �" 0 . ) DE NOTES EXISTIN FIRE HYDRANT • v/ A P OF lr ASI!/ 18. Match new curb and gutter to existing curb and gutter. .s� fr o 19. Saw cut and match existing asphalt with new asphalt 9 as P p patch as per detail. y N m 20. For Demolition of the bidge and related items, Saw cut existing asphalt to the limits A ... ;IA Z shown on the plan. Remove existing bridge deck, guardrails and concrete wing walls. : , • C _ o Protect the exisiting Arch Pipe during demolition and construction and backfill full depth of icona N 2 R EL7ST i e > patch per City of a Yakgma o Standard Plan for e Surfa e Repaiir, c the new asphalt S toNAL E��, c 21. Saw cut edge of existing asphalt the lengh and width of new asphalt patch. 0 0 0 EXPIRES 11/17/2003 ll5 1 v ....._ , . ,_ . ...., 1 4,,, \ \ o s God �/ <- -;- . — . . . . . s ,. 1 ' 1'S. ,Z,Q RR ` as .5 © © ,� 15 6 MEW ilkih, 0.0.- / 1 / �� DI .. , __ , . 'la' Illt 4..* .4 Alb •CY) s D , � , D' D v °;.4-,;-. /. /. /:" r,� °;-'.17,,-. • 1 , : . D. ' I, /,� /:. / I !. , '1,� 1 p - Ik \ \\\\ \ \ \\'k \ \ \ \O \' \i�����\ \ \ \ \ \N \ \av� \ \�: \` -x\\\ \ \ \ \ \ \\\\ \ \ \ \`\\ \ \ \ \ \ \ \ \ " 'ZI ` � \X \\"44.&:. \� \ \ • \ \ \\`� -;; ;41 a`� i8 • \ \ \ \ \ \ \ \ \ \� \ \oa as \\ \\ \\.� ••• I�"a T '_ U T �_ 18 +00 • SS SS SS SS .� � � � •. _ 19 +00 ' --I--- — SS i +00 SS �RR SS Sv ssMH i�� • ..,1 34TH AVE. `�`. sTA. 10 +00 — R �o��:: L. — ` 19 R � R4 \` FND EX. MON _ — • — — 34TH & ENGLEWOOD AVE_ D -- -- O ". 'STA 18 +15.78 ONNECT TO EXIST WALL, m ca P W. Ap44i 12 /9-o/ � v . CONC. SIDEWALK AND CURB /GUTTER > k� oF . eq . .4%,„ . s o e oy PLA ISCLAIMER ' _- ° z . REL. . N ,� _. — 11,55 EW TYPE 3 CONC. RE WALL �,r .1 2 Lb 2 XIST. GROUND AT FACE OF RET. WALL ' 81 9 cq co a cv BEST AVA LAST_ INFORMATION A OBTAINED FRO LOCAL U RECORDS AND VIS E SURFACE E CT - . 6 UNDERGROUND FEATURES SHOWN HEREON REPRESENT o �, ... s7 tin'�0 BES I y � Z co CONC STAIRS � sslarrnL ��ys IBL URFACE EVIDENCE. THE CONTRACTOR - Y IS CAUTIONED TO VERIFY THE LOCATION AND DEPTH OF ALL — 1 UNDERGROUND. FACILITIES. STATE LAW. REQUIRES THAT ALL w 6 C R } - -- XIST. GROUND AT BACK OF CURB ,PiRES 11. /17/2003 I EXCAVATION WORK MUST BE PROCEEDED BY NOTIFICATION TO N - N o 1150 — ALL OWNERS OF UNDERGROUND FACILITIES THROUGH A ONE m Q Z. — '',_ — . \\ C. CONC. CURB /CUTTER NUMBER LOCATOR SERVICE: 1 53 -4344 c3 — co TOP B NEW C C C - d ER LOC ICE• -800 5 1 6.63 L.F. 42" CL IN - �`'�,� � \- -,. 34TH AVE. M /L TH AV N 1.° S= 0:281' ft /ft w w (N I w of .r.85 L.F. 42 CL II RCP to TOP B.C. EXISTIG r S =0:042 ft /ft cn . _ u) 1145 N `` "� NEW C G IJ TTE7r CONC. CURB /GUN TER m x ° x w — � _ ' N a. _.� --- - - - - -- u a �` - ' J t Top Bridge Deck T - _ c�i� w -' > -J F- O J El. 1142.6 (Field Verify)— N .' o 0 ILI r6 0 tip a) 1140 �; �; _ �; N 12 X UW N N O N R N ,_ a) \ N x wr �, M ° CB N w o co d d ° N CO w of w cv . � 0 o B" PVC OUT co c9 In F co' I.E. 1137.75 to - w c + w 0 d Underside Bridge Deck of w + lox + Q _- a z 4 w El. 1 (Field Verif w _ w a> Z r Q 3 + To 57" X 38; Arch Pipe O • • SED. M .H. . ° O O N w Q wQ as � wrn ¢ Top P �1 m oo :� 12 ". OUT ° 0 1135 v - r- _ o cn . . cc Elva 1137.4 (Field V x v) 6 r + I.E. 1135.41 no c:i w � o. ._ .... _ � / w c z d '� co Q., Q 0 0 M INFIL..TRENCH �.. 1 BOT. 1133.91 18 +50 19 + 00 + 20 + 00 + ,:A2iiiii {1150111P . O C O ' ■ 1 � �\ m i i \ . ''\?; ' \ ,, , � � m a \\\\ � \ �'� sr,, `F 9� - i y�' o • aA . A /� %% \ , \� \ r m \`. Iy 41)=. • F a� �S� _ ti fi , .a + _. 1140.8 EX. ( ) ... STA. 10 +00 \f,, \ " \ G� '° �1� ° 0 1140.75 FG 0 q (TYP.) � PVI EL.= 1140.75 " ?o ‘'',9 \ s �� ,,,x3,.. \ , \ \ ' MATCH EX.: EDGE \ \ � ` * \ \ \ , ; , N _ 1140.4 ...:... \ 1140.35 \ . x ..+ o \ \ \� • N, . \ • _ _ 1139.9 \ © ` y oa \ x 13 • � \\ 'E ` \. s ea ���;�x p \\•.\\\ 1139.55 �e • a \ s © a \ \ , m \ 1138.7 : a \ • 1139.15 � � A / 1 1 . \ 9 1138.2 ; � � r' \ � \ \ \\ \ O % ::ii: :: \\\ \ \ o • 1138.75 • j � \ \ s a \ L � \ \ PVC STA.= • \ = 11 +10 r I PVC EL.= .1138.55. \� 1 +\ \ 3 1138.1 1 ` 1138.36 �.� o \ \ , 44, , \ \ 1 co /1 ' t \\ \ , "\ \ , , , I., e,,..,_ \ 4 , 1137.8 I'' i 106 o a e � \ K 1 \\"\\\\ r � \ ` ■ °' 1 l PVI STA = 11+60 s \ 1137.6 O /,I \ m © \ a f • 1137.87 PVI ELEV = 11:37.55 .°- cp'm T 9` �\ a \ 1 \ t 1 I o 1137. .l ` '� 0 Co 1137.77 .. .. ..... i I . . o / , ` ,ol (../ rr T ti \ / ' N 1137.4 o 1 + ' © , , 1 m O • 1137.78 o • . z z 1 PVT STA.= 12 +10 / ,, cn m 1. PVT. EL.= 1137.82 / • \ S _ _ 1137.5 . c . m 1 - 1137.88 > < ; OOWONO OA , � 1 l II 1137.6 z 1137.99 • 1x1 v D D N xi �v r C PT = 12 +40 0°� I m j n w 1 • 137.7 , o -1 1 k -- 1138.10 l O G "CI z j v � ra i. , � Z - w O 1 1 37 .9... ' � CO 0 > 0) O W 1138.20 ; r -o i D IT, D (n i I 1 cn rn r � O F.:1 : , p Z 1 1138.1 1 cn: > 0 o • 1138.31 I � D m D D - I r m - • 1 N v) z cn : IJ rn 1138.0.... • .. .... I . a ,- > i= m _ .. 1 O cn z -< - -. 1 z 1138.42 � m PVC STA 13+30, 2 to x - I , o ,i T -1 1137.9 ........ ' PVC EL 1138 p Z ' \ \ � m 1138.53 • 1 • rn I \ o I 1 n . 1 I O • • 1137.8 r I 1 I O 1138.62. = = .I.... I �" r _ _, 1 1 1137.7 0 o' PVI STA = 13 +80 o I 1 1138.68 2 i PVI ELEV = 1138.75 0. j D m i w N I PC = 13 +87.41 +' 1137.6 <1 .... N E._ _ 1138.72 11 11 1 / _�\y w ; - • 1138.0 in 00 i / ' 1138.74 N PVT STA.= 14 +30 PVT EL.= 1138.74 I • 1138.4 I x 1138.73 / I I ri.---''.1 F-__=7,----7 F 1 I 1138.5 ' 1138.73 • • • / ,ab I I 71 ^ i 1138..4 �-- / „ , , 1 1138.72. I / I 11385 I / c 1 0 1138.72 / I O • r /:. i _, �,. � / cc'› / , i 1 I Project Eng. RT Englewood to Robertson School Pathway o Y c) cri c> N., \\ ------ --„Z_I/ /,' (33 / i / 1 ) Plan & Profile ___ 1 ;; City Of Yakima % s � Drawing Scales ` fib � ` l Engineering Division 1 10 +00 to Federal Aid No. STPE- 1485(013) �' Horizontal = 1 " =40' 1 29 North Second S 15 +00 "' ,..'ro..+w ' "' Yakim W ash np on treet Vertical = 1 " =5 C ity of Yakima Project No. 1905 i - ■ 0 C , o . \ ,. \ OOO 0 i \ \ 'sue = z 0 Z ),. '� o cn z N 1 /\\ \` `,,. \ % V N U' 1138.5 ". i 2 \ z O r 0 1138.72 I \ y \ \\ C 0 E N r m C (7 4 sPHar ` `� u� . ` \ a o 1138.4 I - -- \`' .; \ Z Z 1138.72 ....... i \ m t v D Z .. 11 -I > O ;. \ \ ! 2 m m 4 _ 1 13 8.4 . �. ` \ ` *, < `\ - \\ > m = s 11.38.71........ I , \ \ '1►� \I rn r ( PVC STA.= 15 +30 ` - ', ` 1 �, -i PLC EL.= 1138.71 - \ 1 73 _ 1 I 11.4 1 \ m D > 11'3&68 i_\ - j \ c Z _ A . r i o \ `\ \ © (1)) Z - -< < 1138.4 1138.64 N \ = w ' © O m 1 p + _ 1138.4 r PVI STA = 15 +80 t Z m m l o 1138.57 1 Q , . ' o - , PVI ELEV = 1138.70 ��• 1 - ' � ,1 1 t31 i ii , x ', 1 O G ' N 1138.2 , I • , 1 ' 1 O ��' i 1138.48 o \', ' p rXX 1138.0 ; \ �' & x� i 1138.38 I PVT STA.= 16 +30 ', 5 2 ' \' 1 a rrI 1137.8 PVT EL.= 1138.43 ° w N s ' 1138.28 ; \ o ( O 1 1 ti �' i Z i o 1137.6 ... `\ 21 II m 1138.17 '� \ f + 1137.5 .. I 4 ', U' Z 0. 113$.06 �o I I o. N I 1 1. .. .. I . \\ cm I ® I 0 I 1137.96 ; o N I x = 4 I' o tk 1137.5 ' I I r- • 1137.85 • I . .... _ ..... \ I I I I 1137.4 " i° _ , t 1137.74 I ...... al i ' I � ; . ) 1137.2 1 .... ... .. .. , ' 1. 1137.64 \ . I • 1 \\ • I ; ' l' I 00 _ . i .r ;' o 11369 1137.53 I. \ n, 1 \ ti w • O I `'' i i © I ' • ,1 a 1137.0 1 , I r '' 1137.43 1 hi f ' 1137.0 I 1 I I I ,' ' J 1 A S I ' / Al 1137.0 I ti c 1137.22 i .. w I % PVC STA.= 18 +50 w /i � " //� i .. 1 . 7 / 1136.9 � PVC EL.= 1137.27 + / / 1137.16 i ... \ / // //// 1 r 1 I x� ' 1137.32 1 O co 1136.8 I * -�.. ; ' ; : � o _.. 1137.15 .... / y • I t , IV 7/ , • / 1136.9 0 0 1 PVI STA = 19 +00 / / / 1 PVI ELEV = 1137.00 °- / j ` / 1137.19 * * h ° /'/ • • f v 00 1' pRl z i 1 a C i / / 1137.27 D 1 - I 1137.1 II II 1 �/ f / 1137.40 + i PVT STA.= 19 +50 / / J i / r i x 1 N cn PVT EL.= 1137.34 /'/ / I / 1137.2 " 19 , . 1137.54 , N �, g ' / • 1 m � . W '^ / I ' Sr t tJ 1 ' � 4, 1 ` W n i % .. ° _ 1137.4 I N <33" .. sa ' � y r � l l 0 1137.67 I -' ti a °ae v a / ////////////1 i/ • 1138.0 1� � v ± a O / 1137.80 1�. w �f5� / I I / I ' . ,,../ o c �`' r► i . , A Project Eng. RT Englewood to Robertson of y "., Plan & ProProfile 9 ___ Pathway - `��-o City Of Yakima Drawing Scales �� Engineering Division 15 +00 to Federal Aid No. STPE- 1485(013) ; ,•, A ��• - 129 North Second Street • c..., 20 +00 Horizontal = 1 " =40' En rts School Pathwa ' '' , .7".....w '•.% Yakima, Washington Vertical = 1 " =5' City of Yakima Project No. 1905 y _ / _.,. _. _x _,. _. _., w w ????9 A i \J�/ I o Cn o --gy z � m D 6 w O� � m '// 1-10 n y (0 '' r aj/ - = O r C f w -2/ N to CD m m r c n ' 0 1137.4 ' 1 . J Om z m z n 117.67 ' D � O Z N Z 1138.0 > Cr) 0 -0 -i D / Z 1137.80 ' >S _ / g / / P1 D > m a v) G / 1 1. = 0) 0 w i / / 1137.94 • ; O r m m D. _ a / f I PVC :STA.= 20 +50 1 2 x D D o i / 1 C X N Z e © / 4 1137.7 PVC • EL.= 1138.01 O Z 1 • 1138.07 : \ M O N Z - / 1 y / d 138_O • Z o rn \ -A , :I ' s • 1138.18 - Z �� i i 2 - m ' 1 I �. ' 47 X / i 1138.1 _ . . : ' y P` STA = 21 +00 0 > ti� o o : O 0 1138.27 1 PVI ELEV = 1138.34- /� r � � p / 1138.1 I a sy / 3 • 1138.33 I / / �� ` • . 4411\ ti 1138.1 �0 �4 y / 1138.37 i„ PVT STA.= 21 +50 �� ft '° n I a 2 1138.2 i PVT EL.= 1138.38 / _ � , �p 1138.39 1 , o / O 1138.2 ' �c % ; 1138.40... • ; \\ . ` , / 1 N 1 1138.2 �O �y ,' ' / 2 s o - ...1138.42 I .. �, 9� \ / _Z 0. 1 1138.2 4 \ � r t 1138.43 • B.o w F., / O ' / h /. s ,' a / F `/� , i ' r2 / O 1 4 1138.1 ! g �11 1 � i \ a ,�_ / / / s 1138.45. o at / / 1138.1 i J 1 • • 1138.46 1 / G i I \ I / K\ 1138.1 ' m ' i l \\ s 1138.48 i A / - ! .` • + CA . . 11381 l �m i I ` \\\` - 1 °o 1138.49 l ' ttkk i - S } I ' ' P 1 1138.5 l -��'� 2 +3:.44 • 1138.51 �, '�,'. + f f , 1 > / 1138.2 I . . . ti O i S 1 ' 1138.52 ; PVC STA.= 23 +50 1 , � ` i ,.. © i ■ F 113 : PVC EL.= 1138.53 7 ` � / 1138.55 i i 4 ii 1138.1 . I 441 • \ /O 113$.65 I I \ \ .'I a\ \ I 7 118.1 ( PVI STA = 24 +00 % e7d. -F--- . 1138.83 ; ;, oo... - - - `� ' o\3 ,, ' � 1 D i ---_, `� ` , ' \a 6� % ` o 1 1 PVI ELEV = 1138.57 B ■ t l ,d t 113 . ... _ `S� 1139.10 ; .. j *� • ` '� 1 t -' \` T� \ ` \\� © NK FENCE _ . 1139.5 , 1 - , 1 + � CH AININ =�x� 1139.46 � i , ,T., - ' `a p p • X ' i PVT STA.= 24 +50 - ' 0 0 1140.0 PVT EL.= 1139.67 ' \ ➢ R 1139.89 : % dt�' + /' /// rim' .�: / yq, 1140.7 1. / / / + \ - 1140.33 F% 1......... , a 1 4 ° 4 - ' MATCH EX. EDG / ,���, 4c? 4. ,, 9� STA. 24 +95.18 / :' °yam - -_ - - - -- -- - - - --" +- 0 1140.56 1140.7 > � : ., . ELEV. =..1140.66. N \ //} ,ice,° -- ----- - ------ --- 0 r _\ a y a c� Cf , Y • CHAIN OFENCE 1140.1 5 MATCH EX. EDGE 1140.16 t�. STA. 25 +20 <� -Is. r ELEV.= 1140.16 NCO 9 <T \" F 3 Project Eng. RT Englewood to Robertson School Pathway , o F:Y, w Plan & Profile ___ -` City Of Yakima Drawing Scales ' .-. � ' Engineering Division w 20 +00 to Horizontal = 1 " =40' Federal Aid No. STPE- 1485(013) `, •, , •/ 129 North Second Street 25 +00 +I » Vertical = 1 " =5' Cit of Yakima Project No. 1905 -_ sr -- Yakima Washington 1 _. \ ____•___• asd \,, \ y 1d� s ` ��`� - - 1 l i ' k 1 MATCH EX. EDGE \ ,, ^r r „ N) � STA. 24 +95.18 u' 1140.7 ELEV.= .1140.66 3 i a4 o • 114056 1 \ \ T x µ ' , 5 , 1140.1 MATCH EX.:EDGE \ \� � � / ey ��b gL , , r ', .' Nd ' 1140.16 , \ * ,, STA. 25 +20 \/ * ELEV.= 1140.16 \\ a}/ \ ox �� �______- - - - - -- z O 1138.6 -b if i 1139.75 ' \ c;: N z O 1138.6 ;: \ ' ' 4 Q gv o � L 1139.33. \ i i ,? 4 ma c° -a I 1138.1 1 PVC STA. = 25 +80 19 - A 1 1 c n / 1138.92 \ / ii PVC EL.= 1138.92 \ � 4: i N . I + _ 1138.2 ( ■ t `` 4 I g 1 ': 11383 I I I, 1 1 , , e 1137.6 .� > 4 r . ' N •' 1138.19 , fzii . , ■ 0 } I I .I - ` 1 'I I 1 1137.2 11 1 ©O OOO " 1137.90 .2 1137.2 �: � 21..2 = 1d o m 0 - r2 O vi 1137.66.. ..... ` I I > < _ m z � ` ' '1 M X OX 2 S 113.7.3 I PVI STA = 264 -80 N ., © , '1 x z r 0 _ p 1137.46 �I PVI EL = 1136.85 Q � h, . 7 I ' rn p o Z ! I` Z N : - _ t ■ I '1 it D n (n 0 D Z _ .n _4 11373 - o D -- 0 x f *1 0 1137.32 v v z N = z ,' CO I, X m D D (n o. O D U Z -I cn 0 O -p I O --I 1137.3 11 I r X 1 D Z X 1137.23 I , , m r z 1 0 V) Nc-) o w 1'1 z 1137.3 ,' D n ' ' I I I 0 -o - D I _ 1137.18 1. \ I r r- . N \m 0 p m > - > \ � CO I D 0 0 z . . \� 1137.0. - , \c w ■ c _ 1137.19 ...... ao I o z 0 ( E N I:. _ M �\ 09'99 +LZ'1 =' d I O 1137.1 ( r , PVT STA.= 27 +80 0 < \ r 1137.24 \ ' < PVT EL.= 1137.24 m �\ i 1 II II 1 : . fTl Ci tv N r co 1136.7 / J ••-•..I ( _ � i... 0 1137.32 4, v i I el Woo i OD i 4'0 1136.9 I I 0 1 1137.40 O m /_ 1 OZ N e) . I " 1137.1 C o . t 1137.47 1 o m � 0 d 1 4 1137.0 o N cQ , 4. 4� 9 < 4 i ■ ✓� / 1137.55 �,, - ' - , '' _ _ 1 A Q -4 r ` \�Z. l y • 1 1 . ❑ 1 1 tv/ I ,, E a 1 1137.0 I o t "1- \ y 4 "-? ' 1 p 1137.63 w c,',. �► ci ' O 1 CO N y Ai o _ 1137.0 :`4r -1 § o ... 1137.71.- .... -.... ® D f // N z j ' 65 r e, "L / 0 ..... _ .i.;. ' • 11371 I 1.a� m 1137.79 O • �y / rrl 1137.3 -1 _, 1 : ------- - - - - -- _, 1137.87 Dr- is / _ . --I II < ; „ PVC ;STA.= 29 +50 , II PVC . EL.= 1137.90 t x �/ 1137.7 c 1 . ,. 8 �gx z (n 1137.94 +-. 11 6 i l Z • co a 1138.0 a ' - • A.04. ' r 0 1137.95 i t � �' i + __ 1138 : PVI STA = 30 +00 0 , �X 1 . -..... .. o o 1137.91 PVI ELEV = 1138.10 ° `ge ,' Q G , I \ X 1137.9 4 v 1137.80 Q, / �' \ / w \ " \ < -k.0 4 0 \' gMr \ , „ ':, , ,\ >9 ../.", V \ r CO CO Project Eng. RT Robertson School to N. 24th Ave Pathway o y ' Plan & Profile / En I Of Yakima 25+00 to Drawing Scales ��: ' ` Engineering Division II Federal Aid No. STPE-1485 (015) �`7►'� , g g Horizontal = 1"=40' 129 North Second Street 30 +00 Vertical = 1"=5' City of Yakima Project No. 1938 ° ''° n_ , �.... ----- Yakima, Washington r o cn o " 4 d 6 � • , , I I , � r ay \ # 1 STA. 24 +95.18 +\ �, `'' t ••• c __ 3N �. o - .. 1140.7 .1140.56....... ELEV.= .. \ cam' ti,9 Z \ M 1140.1 �� MATCH EX.:EDGE \ \ � / /} l7 'H dse ''''.6.- (1' ,,--,.":;;;"4 1140.16 STA. 25 +20 ' ' - .' ELEV.= 1140.16 \\ '/ • 1138.6 / ,' OOx 8. i \ x . 1139.75 N \ ( , � c„ © �� 1 o 2 Z \ 0 0 L .S 11138.6 1 0 \ ' % o A $` °` 1139..33... 1 \ o� // /_ c, a V 1138.1 i PVC STA.= 25 +80 ■Q `a o) x ...... , 1138.92 i PVC EL.= 1138.92 \, \ �► A IR i \ a rn 1138.2 ( `, n \ \ Q y S o - ...1138.53 % a O\ I ;. 0 ' � OP H 1137.6 / > 9 \ 0 % ' , tv 1138.19 . i z ' / rn / c, ' ' 1137.2 1 i - - - - -- ' ' 1137.90 O 0 00 n 1 I , / ,, II .Z = d m m p 1137.2 " ; m m m PVI STA = X o X D 0 O !j y = _., m cn D , D = Z --I 1137.3 .. ...... Dz Om X 1137.23 w ' , i C > Z 1137.3 r n • , - 0 -1 • D C 1 137.18 , N \ I , I i D > - ' ∎ ', z _ r 1137.0 \c j l 1 1137.19 0 -..4 ' 09 95 +LZ t Z -I --i N z Z ►d D (1) m ' PVT STA.= 27 +80 r 1137.1 --II- 1 I c � r- 1137.24 D < PVT EL= 1137.24 • I ' IN II , I 1 tJ - / 1136.7 +1� I o - 1137.32 o3 - ! �� p � iv CC, 1136I . ..... 137.0 i / ' >;I . 1137 ° = 137. I i o • O ov a A..... I i D I 1137.0 °... c3. ..4". ?�9 4 I i ; 1137.55 .. .* r� . , < _ - ' 0 r.... • E O a _ -r , I ; , V 1137.0 Via i 1137.63 j c ry ? ; s / I �, D ' y m co 1137.0 ' , -1 I \ ' , .z o- ... 1137.71 � . • it i ,' L cn 0 =_� + z 1 ; ; �oL:/ Z 1137.1 = . z . � . 1137.79 I r*7 z 2 i % ; r i , -i , D O • . .4s. <r) /i / 0 C7) Cji 1138.0 1137.95 0 _ j - ; I ///' 0 1138.1 PVI STA 3D +00 / /GS . i / i r o - 1137.91 1 PVI ELEV = 1138.10 °- ��$` /60 O • � ti w 1137.9 1137.80 \ , , \ 'L% �/ `.ri /tw tr -‘p, \ C.) CO o ` � .tz� \ \ r Project Eng. RT Robertson School to N. 24th Ave Pathway o f �r� <,. Plan & Profile ___ Drawin S cales i � City Of Yakima g =° 1 �� Engineering Division 25 +00 to Federal Aid No. STPE -1485 (015) `,� � �r . � Horizontal = 1"=40' . _..'., 129 North Second Street 30 +00 Vertical = 1 " =5' City of Yakima Project No. 1938 Yakima, Washington t - . ... -t- - ......." ` 1 _s. • ,,, \....„, / .../ --------- _. ....., _x ..-------- Z.083 IIMIIMIOMISSINIMO..r.■••■•■■4 1. 1 i ' 1137.91 00 3 PVI STA 0, I 0 ,38. = 0+ + - 11 1 0 0 PVI ELEV = 1138.10 • - I N % ---- r 0 .---- ...---- - - ... . l .---- 1137.9 1 r) ', `. • 113780 '''-'4i4 ---- ---- . k A ■••------ --- ---- A `. `. •,...,X #* r 1137.3 xr° • , .. 1 ,°) / i ■4' (42 ‘• `. .., • , ‘,../ 1137.63 i .., / PVT STA.= 30+50 i , ‘, v, \ .. i;c1 - I • ‘. •,Nti,„ LA 0 tv cn I PVT EL.= 1137.53 I 0 1 -• 36.7 s 1 •Ci •, \ __,■. \ , 1136.4 % Ja. I ‘, , \ tl 11 1 ' 1 0 - `, ‘, ' 0 i I '41 t..P \ , s t i s s I __, 1 - \ ', .,-A 1137.18 ' i ;1=1 S \ \ -, Cz, .1 = ■:2 , ‘, ,, , ;■ ra ,,, I ..-.. c,4 1 St • , ■ . 1136.5 ' (,/ ‘ \\ 0) + 0 0 1136.96 : 0 0 1 PVC STA. 31+10 1 111.11611.1.."." % ---- I::: ..P • ...- - "" ---.... ... _t- ■ ' ■ .../ PVC EL.= 1136.84 co ,t • ---- 1136.3 ....„,.. 0 't 011 41 ............---- 1136.74 -7 c O LT t°4-k `, ' .---- -o -z. t , 14 14:t "Co tv 7 0 Vi 9 I , •A CS) 2 2 ----1- 73 • --1 I i 1136.3 ili Lt al .. _,.., - 1 i - 1136.60 • ,e5 •6 I , 1,3 , , 4 2 I 70 „,---...,,,--N-.., 0 - M \ ,, k ut 1136.3 p PVI STA = 31+60 --I --.1 u-l-c-,. l iA 0 (n -->, CD -. „,„---,,,i 1 , ' 1 , 1 0 > (J) --- -...-z. ' i 1136.54 > m < PVI ELEV = 1136.27 °- --if 0 , , - 4 ---__ II Fri p . 'i t , i -..„,. = -,..,.. 1136.5 VI ........ 1136.57 \ c2,' t 't Iv ', 1 ',J 61 0 > \ ...,,, I CI letf , .... CA N) 0 -re n) 1136.6 1 , + 1136.69 0 Fri t 4 1,er 0 . . ' 1 0 1 PVRC STA.= 32+10 0 z - ■ i , N) cD 1 lk t if. . l PVRC EL.= 1136.78 C i ' + 1136.7 1 K 1 1136.88 1 1 ' - tv it c5) k 1 , 1 , I.. 1136.6 r I i I i 1 2 / 1137.06 1 (a I 1 i • til t • A. Ilf 1 Ls) CZ■ i > , i *; 1 a I 0 8 4. t 1137.21 1136.9 ', ih >, / j '1 \ i : ,4=, -..: I , , __.:-; '44 ,i 11 \ _ , , , 113733 PVI ELEV = 1137.50 - 1137.2 , PVI STA = 32+80 - - - SE5 I I ite,;\.745..,: / ,,, .. % _ -- GROS /PA* . 1 0 ,,,' • SIEE- tir ... 1 \ , ,' 1 I i X / r I ll / / \ (Deo 0 1 , r.,..1 1137.4 0 1 I ' 1 ' I ± 0 1137.42 \ > 2 c Z 1 t__,,. i , 0 o 0 u ., ) 0 v) :_...._- kir I , . . / / \ 0 _ z 4 ,11.. 1 , + ; 1 i 1 , / 1 \ P It / d ) C: 1 , . ' 1137.3 l i --i r- ; ,' t> s 1 1137.48 1 ) M Z 0 C 0 I , & 7 / 137.4 / > / ,' ' = 11 / • , . t ' > - r" '''' Z 1 / cAl ' el) 1 1137.4 , .. ' PVT STA.= 33+50 / A - PVT EL= 1137.52 V 1137.52 / "- Z I , rii > > i (f) 0 1 0) i . 1 -,,.., i A+) i , a 1 I V / `-' m m • , 1137.4 X > (/) '=". , , , ......., i 1 , 0 1137.53 ° 0) r- I 1 , , ir 1 ik 1 ?< -I " 11 , 1 .,■■! 0 i ,, 1 / , -1 i - 0 1 I 1 \ 3 i / M > > / , -4. r / ti) 1 Z :---. ' ii 0 / 1 tv ' i 1137.53 i , 2 1 * 0 - Z --< / / , ) 1 c./.1 / 1 ,/ i l / al - P. 11374 . r / N' + 0 , / ' / / 0 1137.54 0 71 / i 4 t 0 i , i co o r r 1Z i , . 0 I , y ,ii t, ta . , . Z 0 pi 1 i , GT ,, i 1 i 1137.54 0 / , / , i 1 , i , , ' l, 1137.3 f i , ,f i li n c i rD 0 11 - 1137 1137.55 , , , I, / i/ -D 3 (A / , t" 1 1137.3 A . i , i , 1 / 'IQ Z.....' L---- I 1137.56 , , 4 . , 1 1 , 1 i 1 H AVE ,/ / i i N 213T $4.St-. , ,/ ,, , (. (_.1 . i / _ ....•••.".... ( I' 1137.3 0 1- IA ..1. / / I ---------- _ ,,... -„.,, i ...- cS‘ c.r 1 ,I 0 , , 0 1137.1 '''' i' i / i / , V _.„ , , ' ' 113 3 • - ; , I ' , N / i , _...., ..... ._.. ' / 1 ; / 0 ,%.'... / , CD cri c) 7- S-1-11 , ; / '<-\ • '6 ' (0 . Project Eng. RT Robertson School to N. 24th Ave Pathway 1.3 Plan & Profile '4 City Of Yakima Drawing Scales , t( _ ot Engineering Division Horizontal = 1=40 30+00 to Federal Aid No. STPE-1485(015) -p. ' • ' Nair . \ , . 129 North Second Street 35+00 ' s'''' Yakima, Washington Vertical = 1"=5' City of Yakima Project No. 1938 N. 1 1 , _ _.... N. I _,. .. ----...._ ------------- -a .., • , -- --k- e6 ....... ''.--, ....."' .......... cp cri c• ----- zo9 -- -- ' 1 . . 7 . ,, . <7 (..4 I: " ......., ..,...,. N.?, _ 1138.1 PVI STA = 30+00 .-• CI. 53),.3. ',.,,, `,., + t... 0 eiPt.% ...--- 0 1137.91 °- , ••■ ---- 0 1 PVI ELEV = 1138.10 - , • ...--- CZ ... . J ...--- ---- I - - - - • .... ..re.... ...--- ------ . , - I 0, ss -::, jz;:i .-- 0 - ‘ _-- -__ . 1137.9 • • ..., t ;.-13.,(..... ......, _-- ... . 1137.80 , ' hb K • t - ---.... 1 1., . `, I ‘• `. • \ 1 ,■.---- . • • • i c° ,,‘ . 0 ' -e. 1 .,„9) s Va., 1137.3 / PVT STA.= 30+50 1 ...... ... . . ,' ‘ s ‘,., 1137.63 s \ i I .= + , s. ` , \ \ i t...... _ s ‘ ‘t1,, LA , i / S \ / ‘‘ ‘‘\ 1136.7 ' PVT EL.= 1137.53 , r i .... I .. i \ 4.. 1137.41 ' I ; irve.11,,:■ \ \‘‘‘,,-,;_ . t i. 0 i . . , 0 . , ,.. \ \, , \ ‘s s 1137.18 i k , 1 .:•,? , , ,D. 1136.5 1 +-- - • • • ---- • • • ,- • ta 0 1136.96 r u ■ \ , \ al 0 PVC STA.= 31+10 t..) t 1 k 1 1 2fr ........." ......"... "- 1136.3 PVC EL.= 1136.84 - 7:73 \ , 0 . ..■ .....‘..‘-- ........... 1 r ..■ 1 1136.74 7 c a lg.e°-k. ' 1 1 . r- r- -0 z 1 , OA i , cn 0 0 i - 7 C, \ -23 It te, *.* . .,-.1 I , CD . 11 ...... 73 ....0 1 , rn \ I 1 I 1 1136.60 I . 0-1 1 - 6.66 0 0 tv z ---i"---,-1 \ . , t 1 , 2 2 il o\to \ `, ,t - _ --I -1 1 11 L.r■\ , , AA, 0 1136.3 cfr m PVI STA = 31+60 ---• ----„,,G. li. - I I 1136.54 > rii • < PVI ELEV = 1136.27 I I 1 \ 1 I I , „ CA .... . 1136.5 ..... .. . . . .-1- . 7' . . . . . .. . .......... . ' I A.Mt '....... i CA CZ I ', t 1 *........ 1136.57 CD a , -..., na • iltgrtv ■.1 ( 4'12 ' 1 , I , -...... • -IN. CA i , " 1136.6 . , , , , ,. . . . . . . . ....... . .. , 0. 1136.69 ST 44 , i 0. i PVRC STA.= 32+10 00 i I, PVRC EL.= 1136.78 • 1136.7 • 1 , . CZ _ , • 1136.88 I I I , N i i , IZS, 1 ■ , 0 I ■ , . • k ... , , ED' 1136.6 ; ' 1 kJ 1 \ 1 , 1 1 (.1 1137.06 / r , 1...., 1 , if. * I " t - 8 1 Ca , , 1 0 , . 1 1136.9 I 1137.21 1 " i 1 / I, \\ I 1 ..... i / / i I ' - - , 1 1. 1137.2 , PVI STA = 32+80 --. _1_-- , 4t- _ . . • t. _p. __- ,oss- , .,, i 1137.33 PV1 ELEV = 1137.50 °- \ \ • . WI 1 \ C)"C) 0 4II S If.5- 'P \C'' I ; CA I 0 1 , ZI I C.I 1137.4 \ 2 ,.-,C Z ■ i It , 1 , .-..11 / / 1137.42 0 ■ v . ) ,...., c . 4 . \I / I 0 \ \ > 0 '.. ■ C4 • I 53 C 1 ) ' 1137.48 I \ I- " 4' / 1137.3 Z 0 i ' t> '' k-- --/-- r 1 m --i , ,' 7,, ,,, . . N..) I 4 ".. - I I , • , _ 1137.4 > / 1 , 1137.52 / --.1 0 / i ,/ /)■ , I v m = , ' .,.....4) PVT EL.= 1137.52 / > CO , _ . 1 1 1 1 3 3 7 7 .5 .4 3 ' K ' rk/ 1 73 i ' ii / f /V / i ,' 1137.4 . • I * ,' ,' / / -- 1137.53 ,' r > / , , A..) , ,' , I , , / 1137.3 `1... -p• 1137.4 / -II I " 4. - w m • I i ,/ . , t ,/... 1137.54 I / ,,-,,, , , i ' cz' / / , , , , //cP,7 L''' ------ 1137.55 1 / 0 I/ 7 // / Co.1 / / / 4 1137.3 / t• A ' ' 1 , / , ,r,7 /2 'L./ 1137.56 I I ' • % '66.' I 1 , 26TH AV5 / 1 i , 1137.56 * fir--Vt 9. / __-- ; , =Ile i , , , , ,..., ..,!). t - ma- i 12' / l ..--- ,..„ 1137.3 i /------- -- -- -1- - - - • - - • . 4°. . / 1 , F 1137.57 ,' ,' o . 4? , , , 1137.1 a / ' ; i , I / / , 1137.58 1 i I il f , i Iir i I / LA TO OA ....1. i ...I. ) / // % , / t 2.• C) cri o ,' ,, -- 35 .. 47 , S , , to , 1 , , e4--,, • '6 i ! / Plan & Profile Project Eng. RT Robertson School to N. 24th Ave Pathway City Of Yakima 30+00 to 35+00 Drawin Scales g Horizontal = 1"=40' Vertical = 1"=5' Federal Aid No. STPE-1485(015) City of Yakima Project No. 1938 , ,A -... ..1■ ";v1" ‘ ;- + '. - ,,-, ,,,0 Engineering Division --,:.....-*/ 129 North Second Street II '• '', ..6..... ''-,/ Yakima, Washington 1 ■ •. - 1 -A. -A -A 1 I/ i i J N. 1 CA) c w n 0 1 1 1 / j , cn 1137.3 / 1 • 1 o _...1137.57.. / / / , I _ 11371 � / 1137.58 0 n ' / N 1 pR / t l n Z / 3 / j 1137.1 Z N J s x 47 I ` - 1137.58 1 F �FA� 6 1 C 1 tio F -I / 1 119 p 1/' / , p Z % I L'' I 1137.3 1 (/) l / 1 D. ' - 1137.60...... i D N Fri 1 /• I I w r ' v 3 ) 11 1 .. � : D I O . . . '< 1 , , I i 1 • i . cr 1 _____- _ , 1137.4 } 1 1137.61 1 17 1 1 c. • I e I . 1 ' Mi. 1 . , , ! ! I cn ; I w 1137.2 r. I N i 1137.62 , I c CZ ' w ', I '' i. ''�� I o 1137.1 ; ; ■ NI r _: 0 - 1137.63 m o. , , .!. 1 1 . . 1137.3 ; �+ , -r 1 • A ` 'G I • 1137.64.... , = A vG r. i N3 i 1} �• 25T } 1137.5 1 1 . ... .... . .. °' : ao 1 1 ' 1137.65 ' i Q STEEL PIE 1 i Q -D �' 1 STEEL PIPE ' ' P { ' - IGIN OF (PIPES UN4OWN) s 1137.65 1137.5 .. o...... ... I I I ' W i _ o I I 1137.5 '� ' I I i 1 1137.66. �� I \\ w c 1137.4 I. / ti ; , , I / c ,, 0 1137.67 w . 4 ' '' I / \\ r 1137.5 'r , ', \.-. I a t �'� \ \ ± 1 r 113767 a 11 _ 1137.7 , $ * j \ 1 1.8 s co tr , ---- - ..--- ..,4‘ t....) \ \ ,, \ r ', , 4". - .„,..k....t , \\ .... 1137.9 ..... rn ` 1 \ k11L: I 1 w 37.69 37.9 , 37.69 ; q' , + c0 11 -.. 1137.70 , s o 0.1 h CA \ 1137.6 ` ?1 1137.70 ' ` ` w G 1- 11 _ 6 N • i Z N 6S 11 1 i N 1137.4.. } c\ c.� �� I I I 6. ... ,.., \ \ 1137.711 I I r cr 1137.1 1 . c,`' s r1 r y� I 1137.72 ....... % z Z E N , t 54 o yy \ \ � 2 � ° `. . � : gy I i i : roNct , ----- -- 1 f . . ... c .. . aos' y. .. I 1 ,�'� - 1137.72 � 5 ot x I tie „ I 1 ! I 0 113.9 ' N l , Al I 1 0 1137.73 1 r I w , , - "1 N 4�' \ s 1137.3 1 c0 rr ,,, i I l i t 1137.74 I 1 / %t ;t::. ■ I t . g `3� „ 1r .„ , , ;;ol 7 I . ._a _a (...C44' O %It.% j _a 0 Ca) CO -A r / (0 V it r ` O Cal O Project Eng. RT Robertson School to N. 24th Ave Pathway o W Plan & Profile ___ y „ �o City �f Yakima Drawin Scales g 1 = I Engineering Division 35 +00 to Federal Aid No. STPE 1485(015 �� Horizontal = 1 " =40' � . % 129 North Second street 40 +00 Vertical = 1 ^ =5' City of Yakima Project No. 1938 '`'°� Yakima, Washington \ �� ` __ _ \ \ \ CONSTRUCON NOS \ � \ ® CONSTRUCT 12' ASPHALT PATHWAY O \ \ , - ti` " POWERHOU AO q u) \ ,�ti D N CURB RETURN DATA ® MATCH END OF PATH TO NEW BACK OF SIDEWALK N ' 5 \ \ ,$ i — - - - 3 •: PC 1138.41 O 0 - ti y \ 1/2 C 1137.98 5 I N STALL TYPE I BOLLARDS AS SHOWN \ '' �\ PT 1136.87 th 45" 7 INSTALL 7 SIDEWALK WITH WHEELCHAIR RAMPS 2 m \ � T T`. � �, R =18.00 Tan =17.77 O TO LIM �" C °' 3� +,,�i•' lr `�' lat e� L =28 X 89'15'45" ITS SHOWN '� r �; (3 --‘4, ,� ® REMOVE OLD CANAL CONCRETE TO FACILITATE O t t'�► - `' b G NEW SIDEWALK c GO co '� \ 9 RELOCATE STOP SIGN TO BACK OF SIDEWALK >, 75 O t3 !1 0 \ 0 .71-1 C i E .- R .--� �9L � � _p =79 09'40 "+'r n_1s _ - s � \ ® INSTALL NEW CONC. WHEELCHAIR RAMPS IN ISLAND 0 W N A . . O , '� i -- -- -- ----- --------- - - - --- . >,i DIRT LOT —/ /OF/i1�1. 4 -- _--- L..,, io •-0 ) .---4,4-0, . .,--,,,- ......„--__;----- ---, , --,22-,. .. 8* NI - __------ y � 4 �+' P / / 1 p , A N ,,� �� /� / ti O .21s06 // . • o t? Posr II / >• ,, .., , s , � 1,,‘ ' + \ • fd / ,,� > 4 9 .... 0 0 ! ! 8.86 , a � i / +' ti ` 23 ~ 2 ! ...11P .� s ae Q 1n O ik,Vv.„ -_,. 4 . 41 (0 4 Z 7 V , , ' 1 ''' V Z ', / ' - 5. '" " ■• - t 1 . 40'4 'C'I d'' - '1 / '1 //// //7// c,0\ U m >- . , 5 U) O !_ 1 .� O U co N 100' O Ce 0 0^0 II I l 000 II + • ro 1140 , r w 1140 H El Ii II a) W r HIGH POINT ELEV = 1137.78 .o co Y, 1 135 HIGH POINT STA = 41 +70.89 '`3 &� ` ...k.. .0 \N. W '' ` a , t 1135 � � - ' °4 4, 1 "ITV 1 - - 7 .• 28810 , _ O O 1130 °' r, to h to g `1 p. ro ° .- (/&' N: � o: ^ a: � o: rR — ',',3 c ,. N. � r:.. M r: r; . M: : r--: .. i 6 c' h _ r` h r; � r; I ` 6 cci u' ui t EXPIRES ., �1 2003 1130 tc ro �.M _.ro �.r7 = .M —.rp �.M r`�to M r) rn M.ro M.M "" r n.r7 M.r7 r7 t7 Q w r I 1 1 1 1 I I ■ 40 +00 41 +00 42 +00 43 +00 4 4 ‘ ,\ l N CO O CJ� a` ;/ 7. • / � /` O �Q. . 4 \ \ \\ 1107.1 � 1 _ ' q SC BEGIN PATH - EDGE OF PAVEMENT x e� sr 0 "' > )y 1106.1 STA.= 10 +12 - EL. 1106.38 ( , crA sc • 1106.65 , L 1 / i • R8 , yG 1105.4 • i • =� . c \ e �� c 1106.47: � �` O n \ cb+_ -, -o c PVC STA.= 10 +50 q0\ s cF 6 1 ;;:: L;;:.5> u, � .. . o m ` • ` � z _7.,' 1104.1 PVT STA.= 11 +00 i / (A ,� j 0 1104.57 i ` . ; n p 0 PVT EL.= 1104.57 / / r �� i 6 -i m . . i . . . , 7 1 1102.8 • i 'VC STA.= 11 +20 , J �y r ! � Z E 1103.30 ' . . ; , • \ o j a + D PVC EL.= 1103.30 \ v v 1102.0 \ . 0 1102.26 PVI STA • = 11 +45 • U, \ / s r /if / ' D '� - PVI ELEV = 1101.72 q N.Cr N + I x o - c r 1 1101.5 1 ' f 0'I I • 1101.65 i 0 9L O +ll= Id �` 1 0 PVT STA.= 11 +70 © n \ ° • PVT EL.= 1101.51 / I . ` / i 1101.3 i • 1101.43 / i '\ I ' • OD 1101.2 \ 01101.27 c 1 ` s . „ . i� z E _a 1101.2 � , u 1101.10. OO OG f3 „ o o 1 p 0 • 1101.2 J - -I ** D Z N 1 1 1100.94. i D 0 -� PVC STA.= 12 +50 1- c Z m C s 1 k I ' 1100.7 PVC EL.= 1100.85 - I R . ! _0 n - • 1100.78 . m m D D Z " i _ M -. r N 1 i < p o -i Z F I t 1100.3 i O r� (A O i 1 1100.65 m 2 M 1 . .l D p X -o D to z 1 i � r - w • 1100.2 I PVI STA = 13 +00 -• ! Z N 70 I • 0 1100.56 . . . . . . } � PVI ELEV = 1100. 0 w > m D S D I 1 1 1:\ cn O `- m ZI 1 • \ co -1 --I o * j ` W 1100.2 2 rn O O D - \ 1 • 1100.51 2 x Z m -< vi I I � o D O m c I I I s 1100.3 r - C �.� o m 1100.50. * * I. D D .1.. . 1i - o o PVT STA.= 13 +50 -1 Z ,�-" I° v 1 2 z i PVT EL.= 1100.50 P m +�� -+ 1 1100.3. -I -+ I Z •••- t c 1 1 r- D . I o --I \ C \ 1 < II i I 1100.5 II 1 • 0 1100.54 a' + w ' Z 1 I I °m I Uo4 11 / + _ 1100.5 . . . . . I / 0 _ 1100.57 's O 1 I / Y I I I i 1100.4 i IAI I I \ / 1100.60 i . a \ � I x I> 1100.4 . . . . . .� . . . . . . . \ \ iz 1100.62 0 N. Q. i Z7.1 \ - 1100.3 \ . 1. 1100.65 \` t /..1)<NN\ �I Y 1100.4 I i I a 1100.67 i.qL 3 psa ~ 1 \ ICI \ + 1100.5 _ . i c°' Sr +T 9 � I 0 1100.70 I ` _ 1 o �' s a 2 i \ z 1100.5 1• 11111.- , \ �0'� aO \ 1100.72 `, '4 5 I o \ .. 1 c4 I I m C 3 \ 1 I C O O O \a 0 CO CO CO IX\ Project Eng. RT 20th to 16th Avenue Pathwa o Plan &Profile ___ Y % 14 City Of Yakima Drawing Scales i - l i1 11 ' I Engineering, Division 10+00 to Federal Aid No. STPE - 1485(016) Horizontal = 1 " =40' ``'.�� 128 North Second Street 15 +00 Vertical = 1 " =5' City of Yakima Project No. 1937 ;'' Yakim Washi -, O O 0 s' I \ o CO O t0 U1 O U1 1 z n \ I I \ % r O + - 1100.5 i \ _ g 0 1100. \70 a N G .k.., 1100.5 .. \ 1100.72 N " /N 1 // q 1100.5 1 PV1 STA = 15 +40 Ni K , 1100.75 PVI ELEV = 1100.75 /> x 1 \ / \ 35 & 1 X 1 i \ "0.0_ r 1 o .�a >� .,:t--,,,,r, j \ 1100.2 i . i \ 1100.66 t . > � s x Y \ . 1 l '�' a o ; 1 Z ° � ` 1100.1 i c� '4)i. `. 5 1 i "a +_ 0 1100.62. 1 c c . 1 .. C I C % \ a N N \ 1100.1 \ ' 1100.58 N 4. t m N N \ o 1 N 1100.2 ' K 1 N 100.53 1 \+ N I 1 N 1 \ \ I I# I I x 11 00.1 1 \ 1 1100.49 1 1 I 3 1 - 1100.0 i /� N � N 1100.45 1 1 L ( - p N , Q I , r t e4 \ � 1oss.s • / . 1 \ f - / 0 1 °� -+ 0 1100.40 . N - I C G 1x OO 0 N o A I 1100.36 Z z 1, 00.1 ° I ' - 1,.1 O °g ?. o x `L Z 1� \ o ° 1100.2 1 / ,�� X C ` 1100.32. 1 -1 n 0 I /' Or Ca 1100.27 g I o V 2 w i'ItrO 1100.1 Z a x / 1100.23. r r Z -1 1 +_1100.0 m 0 1100.19 z * -+ 1 0 j1 > u 1 E (_ 1099.9 j 1100.14 x �1 O l A x n 1 1099.5 1 PVI STA = 18 +38 z b J D 1100.09 ( PVI ELEV = 1100.11" ,1 1 X - 1 \ 1 I 1099.5 1 \ 1 1099.90 11 . \ I I 1 N - 9 I �� 1 y v i 1099.7 N 1 1 1099.72 . . . . "sN I i \ 9 � � � �Gj t :N +_1099.5 � 'N'N 0 , .1099.53 Io . c ( C 1 1 1 cc, i y , I 7 G 1 , � ' V 1099.3 / / 1099.35 / 0 . i /67 1 I} 1 1099.4 1 / " oy`' 1 1 1099.16 i o 1 y I I 1099.0 $y 1098.98. / �/� x u PVC STA.= 19 +75 /69 i Y 1098.6 1 . PVC EL.= 1098.$4 A � ! 1 / 1098.80 / A`_ / / 1 1 + - 1098.4 PVI. STA = 20 +00 0 1 _+ 1 1 11 / \ 0 1098.64 i PVI ELEV = 1098.61 o 's 1 c 1 I . 1 1098.2 I § 3dl 1 - - - I i / 1098.54 t PVT STA.= 20+25 / d . / 1 PVT EL.= 1098.51 / K / 1 7 1 \ O O 0 / \\ 1 �' 1 � / . / \\ Project Eng. RT 20th to 16th Avenue Pathway °oF - �9 N ; Plan ___ � o\ Engineering Division City Of Yakima Drawing Scales , I ; ,,, •ay 15 +00 to Federal Aid No. STPE- 1485(016) Horizontal = 1 " =40' �� 129 North Second Street 20 +50 Vertical = 1 " =5' City of Yakima Project No 1937 . � Yakima, Washington ? 01/ O O O / s aI i 1 , g i / 00 O ! / i Cp 1 . CS! , O , � / / i did .Z - ' 1 1 / / 1 I \ I 1 \ / / / < • \\ 1098.38 I 1 I 4 1 I \ y ' / • \ . \\ I 1098.2 I 1 \ 1098.30 ' 1 I I \ 1 1 I s \ i + _1098.2 \ \ 1 1 0 10 \ 3 • + 1 /t: 18''0 +L O. ft \ 1 s 10g8.F i �� i 1098.15 \ x i. \ • \ o --------0 \ 0 1098.0 \ 0 \ 1098.07 0 \ I ZL SB +LZ = ld \ 1.. \ I \ 1097.8 1;7 \ 1098.00: . . \ I I \ 1097.7 • 1097.92 / \ F . . • \ 1 V l to • 1097.3 . . . . . . . . . \ i \ x -+ • I c al / C / 1097. 7 \\ X ' / I '1097:7 \ o z x 1097.3 . . . . i \ ,C l 1097.69 • • • x \ II� `' 1097.4. i i Sr9 0 1 > 4 2 - t . x ' PVI S= 22 +70 t.4 t v � �� \ i PVI E= 1097.58 � r a� I �► s \ ' 1097.514?•` ' � / /,,,, + _ 1097.0 1 7 N u i ' 0 1097.3 � r -+ ; i 1 • • c' / ! i; \ I 1096.8 1 1 i I \ 1097.24 ca 1 \ 1096.6 1 { • 1097.10 i i I i 11 ! \ 4 - • i t Z \ 1096.6 .9 " 4% 1 1096.97 i. o 0 n ; o z 1096.4 • i _ Z • 1096.83. ; • \ // I I m i , -1 N i \ / I� 0 -4 4 ' •_ 1096.3 I \ / -0 --I �0 0 1096.69 \ / Z 1 Y C N 1 C I / Z 1096.3 I 's 1096.56 / � i D N PVI STA = 24 +30 r 1 PM ELEV =, 1096.49 / :WO* i i - 1096.2 : 1096.44 1 • . 1095.9 D 1096 :34 D i i / / I i , t _( 1095.6 1 I / ,CL i 0 1096:23. / 1 + _ • 1095.6 / v I .; 0 1096.13 / + T / o °o f i � Im 1095.8 = = PVI STA = 25 +40 . + '7 1 A ` IL ? 1095.92 = = PVI ELEV = 1095.92 > c , - � \ i 0 0 ..r I _ Z 1095.6 z z I - ;4 1095.94 cnm I ° _ ` ` -im 1 °Y S. D ` 1 b f(� CCP Ran & Profile CO C Project Eng. RT \ � l �Z'68 +SZ = 0d w 20th to 16th Avenue Pathway o City Of Yakima _ , .. Drawing Scales 'i° _ Engineering Division 20 ±50 to Federal Aid No. STPE- 1485(016) „.. . . 129 North Second Street Horizontal = 1 " =40' . / 25 +50 Vertical = 1 ^ =5' City of Yakima Project No. 1937 "!'.e.,:,..;.. -- Yakima, Washington i • ■ • • - :. - •- i 1 i ,001 \ N CD C Co -.7 i ` A \ I '! _ 1 . 1 1097.2 -' \ /1. 1097.51 j 1 N 1 I O 1 I \ +_1097.0. 1 . 1 \ 0 1097.37 0 1 11Ii ii11 �I \ � I 1 • I \ 1096.8 . I 1097.24. i 'I � Z_ 1 \ 1 43. 1 1096.6 1 o � 104T_1Q i 1 I j O �...7 000 n . t 0 s i 1 '71b :U Z Z 0 Z I ' / m 1 � rn m m 0 Z 96 . 9 7 1 \\ �/ > 0 A .10 969 � rr- m v m C E .; \ / -1 m 0 -1 n C) 1096.4 1 • • v ; - .i -0 - Z 0 1096.83. i / . , m c N m Z f 1 - z m rn N . / s co G) r F n n a Z C7 = N O 1096.3 / r 0 1096.69 i 1 - . a Z = 0. 1 / 1 1 .. X7 D N .M 0 Z r r 1 3 r 1 V) Z 1096.3 I �k r_' - 1096.56 ' 1 _,' � Z m 1 PVI STA = 24 +30 mil' - 1 m 11 I PVI ELEV = 1096.49 / s , t = Z n D r z 1096.2 1096.44 1 // 1 I m m # _ • 1 / ,C 0 1095.9. 1096.34 • 1 / oo 1 / ! : : 1 f / + 16.23 i :g : I + + _y 0 . 1096.13. I 0 7 I 1-, / 0 1095.7 i D z\ 1096.02 iiiiiimmi . . �� 1 1 v 1095.8 _ = PVI 'STA = 25 +40 = ' •. .i i 1095.92 _ i PVI ELEV = 1095.92 0 d o 1095.6 �z I q ` ' 1095.944. �. 1 , N m 1 + q - =� • qZ 68 +SZ = Dd a� \ Y 1095.3 II 11 + _ .. 1 - \ 1095.96 b l ' PVG STA.= 25 +8? . \ �+ z D ) PVC EL.= 1095.97 \ II \ : + 1095.4 N i \� x N , " \ 0 0 1095.93 • t \ + o 1 PVI. STA = 26 +12 x PVI ELEV = 1096.00 h I 1095.3 - \ 1095.66. / � O k IN 1095.14 ' PVT EL:= 1095.42 f I� \\ 1 1094.5 EN ASPHALT PATHWAY �' 1 1094.52 1BACK NEW S/W • PV STA = 26 +70.35 • \ .ti 1 1 1 i 7N ,I . I OJ� ° • PV1 ELEV = 1094.5± \ ,` li y / 1094.3 f / . . . . 1' ./ / / \ // `� // / N ! o O. II s s' 1 1 jA o . yy0�a 8 m ,5), STATE - 9 � \ us. 1 1 C W / j z 1 ( % *, I g g a 1 \ fR?• o '` AI" , .a 1 1 \ grP F, % � \ � � 4 • - 1 /94 - -1gi •1J 1 ?q? * N. 0 0 8� , ,, / ar► . . 4 �> ��\ vp 'o O O CO CO O / //fi D o a , i' F O CT1 O / �j Project Eng. RT 20th to 16th Avenue Pathway og Plan & Profile ___ Y ( l\ City Of Yakima - Drawing Scales (;;� 1� Engineering Division 25 +50 to Federal Aid No. STPE- 1485(016) Horizontal = 1"=40' ®. `/ 129 North Second Street ` 26 +95.95 Vertical = 1 " =5' - City of Yakima Project No. 1937 I "� - --- -- Yakima, Waehinpton -/ . ._.,..... _ i _,,, _. ...1 . ‘N• 1 g Ei / / 1 � 0 4 i 1094.6 1 ti5 Ai ( 1094.4 I 'l') 8 \ • BEGIN PATHWAY 0 �� \ s STA. 27 +32.8.7 / .= 1 / 1 it ° S• 1094,8 ELEV.= 1 •� ' 1094.82 e/ ^ . \ L� � \ / ' I 1094.7 9 � o4 / 4 II / r ,.� � b ' \ © N 1094.1 " i 1094.59 t / //�` • ;. 1 , 1 i F "! C c° • 1093.7 i /1 l 5o a • ill - 1 o ° 1094.48 I / -� " ir Q � p 1093.6 1 / iz 1094.37 / , ;m / i I ` '- / Y • 1093.6 1 I 1094.25 / ; Of - I - ( l I 1 1 1093.7 1 . 1094.14 �� � \oi ii s i• 1093.4 I O 1094.02 + - • 1093.4 Z 0 0 1093 i x �, Q O®' € G 0 q. i . m , Z S Z Z c) Z 1093.4 1 o sa , © 1 _ s N m m O N 1093.80 � � 6>:i f9 ; ` a Y D N € r a e . S o - r- O Le -P c I Z' b i_ (n zoo r � 5. . m C7 - 1 C n 1093.2 I `" o O -< n 1093.68. 1 c �c ,� y4i,� - m c m O 1 � 5 1 - m rn r.? Z 1093.1 1 Z I O 0 m i O i 1093.57 '' / - - ,- W r- D c� D 8 / _ r3 to g Z N 73 1093.0 1 u 0 N __ 1093.45 - 1 m D x j N D m +_. _1093 It. PVI STA = 30 +00 = D n o 1093.34 i PVI ELEV = 1093.34 ; or e O rn { o / o 1 c / I / = 1 1092:9 1093.33 i / I z y 1092.8 1 Y 1093.32 r I co,. - / I - I / A 1 / 1092.6 �. _ - o / 1093.32 Z _ / / 1092.9 1093.31 A / \ - - - m 1 k / \ r . 1 3 ..., I , \ 1092.9 - - - - NO((03NN00 H ONNVHS A t -- - - - _ d .1.a. 30 t / 0 1093.30 j 1 - o o r o / r t 1092.9 'r I 1093.29 1 n l zI I . 4 I 1093.1 F '2I _ 1093.28 1 - x I ' o 1 1 ' - F x IFI 1093.0 i 1093.28 i 1` I A , 1 . • l 1093.0 I 4 1 I_ 1093.27 i • \ ' r \ / p. :I- s CA I I y r.' 1093.1 I \ G •, / ` b ' l i N Y 0 1093.26 t ,) \ °' �� / 1 + p k o � ` � I 1092.9 r 0 a` I 1093.25 i / / _ • , / • . />>\ F / 0 0 0 07 / „p ' . - ',, , i I Project Eng. RT N. 16th Avenue to Swan Pathway o Plan & Profile ___ fro City Of Yakima Drawing Scales - � 1 Engineering Division 27 +00 to Federal Aid No. STPE- 1485(012) N Horizontal = 1"=40' ' ., ,,.. / 129 North Second Street 32 +00 Vertical = 1 " =5' Cit of Yakima Project No. 1903 - " '" .. Yakima, Washington ■ 1 i I - - -.1. -N .....1 co co co co co co c.n cp 01 1 I 1 , \ / \\ ^, 109. , + g % 0 1093.26 31 \,L ; 0 1092.9 r 1093.25 I \ 1 i . i - .0 • / 1 /* 1 /092.8 / / • c. 1093.25 1 1 - - - 1 1 '\-- . , /092.7 I I 1093.24- I 0 1 ' - .4' 10g2.7 1 /;/. 1 0 ,,- P093.23 1 ',...1. 1 GI 1 8 ' ' ( - 1 1092.9 1 AO , • 1093 ' 44 / I + - _ 2 1 0 .'2 i 0 0 ' 04n.i \ / 1093.0 - a / , , , • 1093.21 i- i s i - ..,.-, u I i 5 , i //-'- t • 1 ° > /.- 1092.9 1 _. . 1093.21 1 - _ z . i / _ i 1 _ -. 1 1 // 1093.20 $ 1092.7 I 7Z1 . I i/ l iy i 1 ' c ' 1 I 1 - 1 . .. . 109Z7 i lilfr 1093.19 I 1 . I cA 1 cm 2 92.7 I . 1 :1 N... i - N I N 1 I 0 101093.18 i 0 1 i 0 . 1 \ ' 1092.8 1 \ \,L , , ,\ K rm 1093.17 I 4. .-„,/, 1 z I \ , "S 1 , Ir • ' \ \ -,‘" /Dr 1 1 0 1092.8 1 . g 1 \\ +4A, , , 0 1093.17 I 4 / 1 _ NI , 1092.7 , i ,/ - 1 _ . I / _ / / T N oee 0 1092.7 1 1093.15 1 ' m z 0 ili Z 0 Z 1 .. FA m 0 co 1 I / i C,,2, ,\ , z ,,, , ._,, tn 0, 1092.8 1 Y - t c..I 0 -N,, -i +- i / ' g2 1 u) x C 0 1093.14 1 / 1 1 . 0 1 , 0 G El) • • 1092.9 1 . Z rrl i r1 Z 1093.14 * Z 0 > u 0 t . 73 i 0 m y 1092.8 / > (i) 1093.13 ; cr, _ 1 / 4 - i > 2 -1 i PVI STA = 35+60 # x/ - o 1092.7 1 rri > 1093.12 I _ PVI ELEV = 1093.12 -/ ( I i ,.”. cn z * > c) // _ . > (1) m -< x 2 = u) r = z 3 - 0 / 7 Z 1 _ r9 * 0.1 =. .! Z / 1093.3 41 - I ( $ 4 C + - & . '-'z'' % / o 1093.28 ?. b. -H- ? .,, CO c p 44 45 , / . 1092.7 1093.36 ( ... ., • ,,-- i ::. 1 irg r, " I ' .4 g1.7 ' A / / 1 ca ' c., • ,a 12 * i ■ 1093.1 / ...... , L 1' I / 1093.44 / ikt r _ IN -4 c, / I • 1 • / / 1094.6 ,A‘•N 1093.53 a .,,-• , \ ,,,.. ,,, , '( ‘ . 1 1 / -', et -- V' ,r) ,t•-• 4 ,9 / T / •H. io53.9 , ,-- \ , y ; c., + - \ ,,, \ o 0 ( / 1 0 93 .4 1 , 1093.77 1 ///// 81 - 1 - . . 1 0 o 0 . u 1 - - 1 ■ - I , 7 co CID CD cri o (A \ Plan & Profile Project Eng. RT N. 16th Avenue to Swan Pathway A \ City Of Yakima N Engineering Drawing Scales t-) E ngi Division ) 32+00 to Federal Aid No. STPE-1485(012) Horizontal = 1"=40' ; -,N1011 129 North Second Street 37+00 1, !' b oo...ervp '''.- / , Washington Vertical = 1"=5' City of Yakima Project No. 1903 Yakima e - - N — — O O O ! CO31 co ( ? r r , r r ^ 1 O OOOO n . 2 Z C ZZ l / , Z £ -i 0 G C z •• T • 1 O C17 ^ 3 C m fri o _( `' J €, • m Z lJ m O . — m m rn N .1 Z . m Z i • 0 0 m _ 0) 0 r , . xl g Z En i ! !i • • t tt z € 1093.1 i " t 1093.44 ` o . �,�� , -, i d 1094.6 l � �1 '� p 5 °4 ' Y 1093.53 , 5 s d � _ 1 1 / a�� // / s°a • ,9£ ,� L n I V R m ,../... 1093.9 / 0 y b t 1093.61 / 0 - �� +— 1093:3 • /�� 0 � \ 1 0 1093.69 / / I n °o \ e €. / / 5° m '` 1093.4 / ■., J i 1093.77 • • . • 0 5°' A % _ _ ` \ ` I \ ` `\ t I. I > � 1093.5 PVI STA = 37 +40 � \ • 1093.85 ' y \ PVI ELEV = 1093.85 u I y I I r 1 I t • 1093.4 / I �` 1 1 093.79. i Z 0 � ~ \ i I y + I O W 1093.3 • l • 1 i . I y s_ $ ` 1, i 1093.72 1 Lo, sl o z1 m 1 ► '1' " ho \ ! z _ r I m' 1093.6 1 �, m o 1093.66 0 ,I 5 s` Z � . N J `v _ / 093. . C . . . , ; / / � / r 1093. - 1093.5 // , 9 % }� �'' I I�� / � � / / 1093,53 • / // N / 1093,1 BACK OF NEW SIDEWALK / i i"` 1093,47 i PVI STA = 38 +69.48 / -4 � � ELEV = 1093.43 / 1 ��noa - I , ,/ A.\G / �• . 1093.3 . c_ . TOP OF EX. CURB _ / o Q r 9- /+' \ / i PVI STA = 38 +76.35 a . / • 1093.3 1 PVI ELEV = 1093.30 / + w ` co w / o / I o I + / 11 ' it /) r `' + � 1' r - e` ' , n . mac' y,, / x I //f / • 2 P 1 />\ /// o a a r m� ' a c , a° 5 N O O co 00 co Co c31 co 01 Project Eng. RT N. 16th Avenue to Swan Pathway o W Plan & Profile ___ y ` City Of Yakima Drawing Scales �� Engineering Division W 37 +00 to Federal Aid No. STPE= 1485(012) Horizontal = 1 " =40 • .� / 129 North Second Street ` 38 +93.94 Vertical = 1 ^ =5' City of Yakima Project No. 1903 ''' ' Yakima, Washington