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PW16-110 - Original - ICON Materials dba CPM Development Corporation - 2016 Asphalt Overlayst - 03/24/2016
r lip `ri �❑ r s KEN T WASHINCTON Document 0 h �,J T J, CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerics Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: ICON Materials Vendor Number: JD Edwards Number Contract Number: -- I t This is assigned by City Clerk's Office Project Name: 2016 Asphalt Overlays Description: ❑ Interiocal Agreement ❑ Change Order ❑ Amendment F1 Contract El Other: J Ito Contract Effective Crate: Date of the Mayor' si nature Termination Date: 100 working days Contract Renewal Notice (Crays): Number of days required notice for termination or renewal or amendment Contract Manager: Joe Araucto Department: PW Operations Contract Amount $3,489,5 .8.50 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): The project consists of overlaying various streets in the city.. As of: 08/27/14 � � : � � i � � � » � � � � � � � . : � + � � � � � : < / PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe 00 Kent,WA 98032 KENT Fax: 253-856-6500 W As H i ti r To n PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON 2016 Asphalt Overlays Project Numbers: 1 -3001, 15-3003, and 09-3006 ADDENDUM No. I February 11, 2016 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans Theis addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - BXDQER'5 DOCUL4gNTS The following changes are included in the attached replacement pages 6 through 20 of the Bidder's Document. Bidders mus use the replacement page. SCHEDULE I - B&O FUNDED OVERLAYS (STREET SECTIONS: IS-1, IS-2, AND JS-3) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4:909 4- M,ebfliEva#fei-��-ehed-ule-P)- 11 $ W99-GT -L-U44P-G4K 1001 1-09.7 1 MobilLvation (Schedule .T) $ WSDOT LUMP SUM Street Section JS-1 Per LS > 1002 1-09.7 1 Mobilization (Scheclule Z) $ $ 0 WSDOT LUMP SUM Street,SectionJS-2 Per LS c!, M zu 0 MAYOR S(JZEHF COOKE SCHEDULE I - B&O FUNDED OVERLAYS STREET SECTIONS: IS-1, JS-2,-,,AND JS-3) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1003 1-09.7 1 Mobilization (Schedula 1) $ W.13 D 0 T LUMP.SWAI Street Section 35-3 Per LS 1131 Teinporary Tr�,?ffic Controf $ KSP L UNIP SUM Devices (Schedule 1) Per LS Street Section jrx-1 1132 1-10.5 1 77camporary 'rraffic Control $ 11(sp LUMP SUM Devices (Schedule 1) Per, LS Street Section JS-2 2133 1-10.5 1 Temporary Traffic Crjr)trol $ KSP L UAIP SUN Devices (SchedLffe X)i Per LS Stremet Section JS-3 SCHEDULE N - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS: SW-1, SW-2, SW-3, SW-4, AND-SW-5 AND SW--6) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2000 -1-110197-7 -:� 44,falafl izati-aR-f E-r4i e6t-fle---14-) 14 $ J*r41-)G-T- -Re-r-LG 2001 1-09.7 1 Mobilization (,Schedule II) $ $ WSDOT LUMP SUM Street Sectiori SW-1 Per LS ,2002 1-09.21 1 Mobilization (Schedufra, ,T.T) $ $ INSDOT LUMP SUM Street Section SW-2 Per LS 2 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS: SW-1, SW-2, SW-3, SW-4, 49-SW-S AND SW-6) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2003 1-09.7 1 Plabilization (Schedule IX) $ $ WSDOT LUMP SUP4 Street Section SW3 Per LS 2004 1-09.7 1 Alobiffzzitiori (Schedule XY) $ $ WSDOT LUMP SUM Stteet Section S141-4 Pei- LS 2005 1-09.7 1 Mobilization (Schedifie 17) $ WSDOT LUMP SUM Street Section Pei-LS 2006 1-09.7 1 Mobilization (Scliedule 11) $ WSOOT" LUMP SUM Street Section SW-6 Per LS 2-02.5 1,240 Saw Cut Existing Asphalt $ 2007 KSP LN FT Concrete Pavement Per LF IK-Erp L4J+4-P---SW4 Pef-L-G 2191 1_10.5 I Tetnporc7ry Trciffic Controf $ KS P LUMP SUPY Devices (Scliedifie XI) Per LS Street Section SW-1 2192' 1_105 1 Temporary Traffic Control $ ICSP LUMP SUPI Devices (Schc,.pd tale ll) Per LS Street Section SW-2 3 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS: SW-1, SW-2, SW-3, SW-4, -A-NP-SW-5 AND SW-6) ITEM SECTION APPROX. ITEM UNIT TOTAL NO, NO. QUANTITY PRICE AMOUNT 2103 1_10Z 1 Ternporary Traffic Control $ $ KSP LU MIS SUM Devices (Sc lie dfile YY) Per Street Section SW-3 2194 1-10.5 1 Temporary Traffic Contral $ KSP LUMP SUM Devices (ScfiedUle TY) Per LS Street Section SW-4 2'195 1-10.5 1 Temporary Traffic Control $ KSP LIJMP SUM I vkes (.13"chedtile YJ) Per LS Street section SW-5 2196 1-10.5 1 Temporary Traffic Control $ Ksp LUMPSUM Devices (Schedifie, YI) PerLS Street Section SW-6 1-10.5 250 Portable Changeable Message $ 2197 KSP DAYS Sign (PCMS) Per DAY DELETE Schedule II - Narita Levee Paving in its entirety. 11 - KENT SPECIAL PROLIISION Page 1-1 - Description of Work DELETE Schedule III Page 1-5 - Section 1-02.15 - Pre-Award information DELETE this section in its entirety. Page I-1.8 — Section 1-07.6 — Permits and Licenses DELETE the following: fit :- - 1 - Deve prn nt...il r rit... :. l l wC ', :-lw cp 9 d mil P- - Page 1.-27 — Section 1-0�9.5 — Deleted or Terminated Work DELETE item 10: Deletion Schedule Street Street From TO Order* Section 11I -Narita I Narit-i--s-1revee pei-I tan er--PILnHr Page 2-2 — Section 2-02.5 — Payment The formulas for the following two hid items are illegible. The formulas are as follows:. "Remove Existing Asphalt Concrete Pavement" ctuaal depth in lndia�s (square yards) x _ quantity t� I'nci7�s "Saw Cut Existing Asphalt Concrete Pavement" actual depth in inches (length) x quantity iraciar�. Page 9-1. — Section 9-03.I4(1) — Gravel Borrow DELETE this section in its entirety. APPENDICES Appendix 3 — Supplemental Information REPLACE contents with the attached. Appendix 5 - Environmental Permits DELETE the contents in its entirety. 5 END OF ADDENDUM No. 1 Chad Bleren, P.E. Date City Engineer Attachments, Proposal pages 6 through 20 (15 pages) Appendix Information (3 pages) 6 SCHEDULE I - B&O FUNDED OVERLAYS (STREET SECTIONS: IS-1, JS-2, AND JS-3) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4- 4k&949-T L-L-441 -S�44 4-1-e-r-4--S 1001 .1-.0.9,7 .1 Mobilization (.Scliede,ile 1) $ W.163DOT LUMP SUAI Street Sectiai7 JS-1 Pet- LS 1.002 109,7 1 Mobilization (Sr.hedcilel) $ WSDOT LUMP SUM Strezet Section JS-2 Per LS 1003 1-09.7 1 Ne)b111zc2t1on (SchedLite 1) $ $ WSDOT LUMP SUM Street Sectiori JS-,3' Per LS 1005 2-03.5 390 Roadway Excavation Incl. $ $ WSDOT CU YDS Haul Per CY 1010 2-03.5 280 Unsuitable Foundation $ $ WSDOT CU YDS Excavation Incl. Haul Per CY 1015 4-03.5 50 Gravel Borrow, Including Haul $ $ KSP TONS and Compaction Per TON 1020 4-04.5 770 Crushed Surfacing Top $ $ KSP TONS Course, 5/8 Inch Minus Per TON 1025 5-04.5 39,100 Planing Bituminous Pavement $ $ KSP SQ YDS (Schedule I) Per SY Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto 6 February 11, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 SCHEDULE I - B&O FUNDED OVERLAYS (STREET SECTIONS: IS-1, IS-2, AND JS-3) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1030 5-04.5 9,800 HMA Class 1/2", PG 64-22 $ $ �c KSP TONS Per TON 1035 8-20.5 103 6 Foot Diameter Traffic Loop $ $ KSP EACH Per EA 1040 8-20.5 680 Additional Lead-In Wire $ $ KSP LN FEET Per LF 1045 8-22.5 675 Plastic Stop Line (24 Inch $ $ * KSP LN FT Wide) Per LF 1050 8-22.5 4,135 Plastic Crosswalk Line $ $ * WSDOT SQ FT Per SF 1055 8-22.5 22 Plastic Traffic Arrow $ $ * WSDOT EACH Per EA 1060 8-22.5 8 Plastic Traffic Letter $ $ * WSDOT EACH Per EA 1065 8-22.5 13,200 Double Solid Profiled Plastic $ $ KSP LN FT Line Per LF 1070 8-22.5 12,600 Skip Profiled Plastic Line $ $ KSP LN FT Per LF Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto 7 February 11,2016 Project Numbers: 15-3001, 15-3003,09-3006 SCHEDULE I - B&O FUNDED OVERLAYS (STREET SECTIONS: JS-1, IS-2, AND JS-3) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1075 8-22.5 1,400 TWLTL Profiled Plastic Line $ $ KSP LN FT Per LF 1080 8-22.5 1,000 Solid Profiled Plastic Wide $ $ KSP LN FT Lane Line Per LF 1085 8-09.5 12 Raised Pavement Marker $ $ * KSP HUNDRED Type 2 Per HUND 1090 7-04.5 22 Temporary Drain Access $ $ KSP EACH Per EA 1095 7-12.5 27 Replace Existing Valve Box $ $ * KSP EACH Top Section and Lid and Per EA Adjust to Finished Grade 1100 7-12.5 29 Adjust Existing Valve Box Top $ $ KSP EACH Section and Lid to Finished Per EA Grade 1105 7-05.5 48 Adjust Existing Manhole $ $ * KSP EACH Frame and Cover to Finished Per EA Grade 1110 8-13.5 1 Install New Monument, Case $ $ KSP EACH and Cover to Finished Grade Per EA 1115 8-13.5 5 Adjust Existing Monument $ $ - * KSP EACH Case Cover to Finished Grade Per EA * Items bearing this description Is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto 8 February 11,2016 Project Numbers: 15-3001, 15-3003,09-3006 SCHEDULE I — B&O FUNDED OVERLAYS (STREET SECTIONS, JS-1, JS-2, AND IS-3) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1120 1-10.5 4,740 Traffic Control Labor $ $ KSP HOURS Per HR 1125 1-10.5 810 Traffic Control Supervisor $ $ KSP HOURS Per HR 4-473(4 tf-a4 -K-Srp 4z4fl-P-St-,44 Pei -L-S 113.1 1-10.5 1 Teinporc7ry Trc7ffic C0J7t1-01 $ $ K.'rolp LUMP SUM Devices (rochedule 1) Pet,LS Street Section JS-1 1,132 1-10.5 1 Teniporery TrWic Control $ $ K'Sp LUMP"SUM Devices (SchedL11e .T) Per LS Street Section JS--2 1133 1-10.5 1 Teinponary Trat"fic Control $ $ 11(SP LUMP SUM Devices (Schedule 1) Fier LS Street Section JS-3 1135 1-10.5 130 Operating Agency Supplied $ KSP DAYS Portable Changeable Message Per DAY Sign (PCMS) 1140 1-10.5 80 Sequential Arrow Sign (SAS) $ KSP DAYS Per DAY 1145 8-01.5 55 Inlet Protection $ $ KSP EACH Per EA Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto 9 February 11, 2016 Project Numbers: 15-3001., 15-30031 09-3006 SCHEDULE I - B&O FUNDED OVERLAYS (STREET SECTIONS: JS-1, JS-2, AND JS-3) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1150 8-01.5 140 ESC Lead $ $ * KSP HOURS Per HR 1155 8-01.5 280 Street Cleaning Sweeping $ $ * WSDOT HOURS Per HR 1160 1-07.15(1) 1 SPCC Plan (Schedule I) $ $ WSDOT LUMP SUM Per LS 1165 8-01.5 1 Temporary Erosion/Water $45,000.00** $45,000.00 WSDOT FORCE Pollution Control (Schedule I) Per FA ACCOUNT **Common price to all bidders 1170 5-04.5 1 Asphalt Cost Price Adjustment $50,000.00** $50,000.00 KSP CALC (Schedule I) Per CALC **Common price to all bidders 1175 1-04.4(1) 1 Minor Changes (Schedule I) $25,000.00** $25,000.00 WSDOT CALC Per CALC *Common price to all bidders * Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. Schedule I Total $ 2016 Asphalt Overlays/Araucto 10 February 11, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS. SW-1, SW-2, SW-3, SW-4, A,49-SW-5 AND SW-6) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4- 2001 Mobilization (.Schedule ,17) $ WSDOT LUMP SUM Street Section SW-1 Per Ls 2'002 1-09.7 1 Mobili7ation (SCfPed1.11e .T1) $ 141.51 1 T LUMP SUAI Street Section SW-2 P(er LS 2003 1-09.7 1 Mobil!_Tation (Sicliedit/e .TZ) $ INSDOT LUMP SUM Street Section SMI-3 Per, LS 2004 .1�-0917 1 Mobilization (.5chedt ile 11) $ WSDOT LUMP SUM Street Section SW-4 Per LS 2005 1-0.9.7 1 Mobilization (Sclieidttle ZZ) $ $ WSDOT LUMP SUM Street Section SW-5 Per LS 2006 1-09.7 1 Mobilization (Scliedule 11) $ $ MISDOT LUMP SUM Streebt Siection SW-6 Per LS -20G5, 2-02.5 1,240 Saw Cut Existing Asphalt $ $ 20,07 KSP LN FT Concrete Pavement Per LF 2010 2-03.5 83�O Roadway Excavation, Incl. $ $ WSDOT CU YDS Haul Per CY Items bearing this description Is found In more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule., 2016 Asphalt Overlays/Araucto 11 February 11, 2016 Project Numbers: 15-300,1, 15-3003, 09-3006 SCHEDULE II — GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS: SW-1,,-SW-2, SW-3, SW-4, ,AN 4--')-SW-5 AND SW-6�) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2015 2-03.5 90 Unsuitable Foundation $ $ WSDOT CU YDS Excavation Incl. Haul Per CY 2020 2-02.5 270 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 2025 2-02.5 680 Remove Cement Concrete $ $ KSP SQ YDS Sidewalk Per SY 2030 2-02.5 1,180 Remove Cement Concrete $ $ KSP LN FT Curb and Gutter Per LF 2035 4-03.5 130 Gravel Borrow, Including Haul $ $ KSP TONS and Compaction Per TON 2040 4-014.5 945 Crushed Surfacing Top $ $ KSP TONS Course, 5/8 Inch Minus Per TON 2045 5-04.5 30,865 Planing Bituminous Pavement $ $ KSP SQ YDS (Schedule II) Per SY 2050 5-04.5 37,200 Pavement Reinforcement $ $ KSP SQ YDS Interlay Grid Per SY 2055 5-04.5 7,750 PG Tack for Pavement $ $ KSP GALLO N Reinforcement Per GAL Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, It is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphak overlays/Araucto 12 February 11, 2016 Project Numbers: 15-3001, 15-3003,09-3006 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS STREET SECTIONS: SW-1 SW-2 SW-3 SW-4 ri i —SW-5 AND SW- ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2060 5-04.5 7,400 HMA Class 1/2". PG 64-22 $ $ KSP TOWS Per TON 2065 8-14.5 30 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Parallel A Per EA 2070 8-14.5 1 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Parallel B Per EA 2075 8-14.5 2 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Single Direction A Per EA 2080 8-14.5 240 Cement Concrete Sidewalk $ $ KSP SQ YDS Per SY 2085 8-04.5 1,180 Cement Concrete Curb and $ $ KSP LN FT Gutter Per LF 2090 8-04.5 1,210 Pedestrian Curb $ $ KSP LN FT Per LF 2095 8-20.5 7 6 Foot Diameter Traffic Loop $ $ KSP EACH Per EA 2100 8-22.5 336 Plastic Stop Line (24 Inch $ $ KSP LN FT Wide) Per LF Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROP©SAL. - NOTE TO BIDDERS, It is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphagt overiays/Araucto 13 February 11, 2016 Project Numbers: 15-3001, 15-3003,09-3006 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS:, SW-1, SW-2, SW-3, SW-4, A441-4-SW-5 AND SW-6) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2105 8-22.5 1,290 Plastic Crosswalk Line $ $ WSDOT SQ FT Per SF 2110 8-22.5 14 Plastic Traffic Arrow $ $ WSDOT EACH Per EA 2115 8-22.5 8 Plastic Trafflc Letter $ $ WSDOT EACH Per EA 2120 8-22.5 14 Plastic Bike Lane Symbol $ $ WSDOT EACH Per EA 2125 8-22.5 7,000 Double Solid Plastic Line $ $ KSP LN FT Per LF 2130 8,-22.5 2,600 Double Solid Paint Line $ $ KSP LN FT Per LF 2135 8-22.5 5,100 Single Solid Paint Line $ $ KSP LN FT Per LF 2140 8-22.5 1,000 TWLTL Plastic Line $ $ KSP LN FT Per LF 2145 8-22.5 800 Solid Plastic Wide Lane Line $ $ KSP LN FT Per LF Items bearing this description is found In more than one schedule, In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding Items on each schedule. 2016 Asphalt Overlays/Araucto 14 February 11, 2016 Project Numbers: 15-3001, 15-3003,09-3006 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS: SW-1, SW-2, SW-3, SW-4, A49-SW-5 AND SW -6) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2150 8-22.5 5,400 Solid Plastic Bike Lane Line $ $ KSP LIB FT Per LF 2155 8-09.5 8 Raised Pavement Marker $ $ KSP HUNDRED Type 2 Per HUND 2160 7-12.5 36 Replace Existing Valve Box $ $ KSP EACH Top Section and Lid and Per EA Adjust to Finished Grade 2165 7-05.5 43 Adjust Existing Manhole $ $ KSP EACH Frame and Cover to Finished Per EA Grade 2170 7-05.5 5 Adjust Existing Catch Basin $ $ KSP EACH Frame and Cover to Finished Per EA Grade 2175 8-13.5 47 Adjust Existing Monument $ $ KSP EACH Case Cover to Finished Grade Per EA 2180 1-10.5 3,930 Traffic Control Labor $ $ KSP HOURS Per FIR 2185 1-10.5 650 Traffic Control Supervisor $ $ KSP HOURS Per HR 4- '-Feffipe-ra-r-y--TFaff4c—C-.,ant.,r-04 $ *SP L-U-M- ec4L�ie--411-- per-L-S Items bearing this description is found In more than one schedule. In accordance with the CONTRACT' PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto 15 February 11, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS: SW-1, SW-2,-.SW-3,-,SW-4, AP+D-SW-5 AND SW-6) ITEM SECTION APPROX., ITEM UNIT TOTAL NO. NO.- _QUANTITY PRICE AMOUNT 219,1 1-10.5 1 Teniporary Traffic Control $ $ KSP LUMP SLIM Devices (Schedule .rf) Per LS Street Section: SW-1 2192 1--IM5 1 Temporary Traffic Control $ $ KSP LUMP SUPI Devices (Sche&11011) Por. LS Street Section SW--2 2193 1-10.5 1 TemporFyryTraffic Control $ 11C-13P LUMP SUM Devkes (Schedule ,TY) Per LS Street Section SIAI-3 ,2194 1-10.5 1 Temporary Traffic Control $ KSP LUMPSUM Devices (Scli�edule ZZ), Pei, LS Street Section SW-4 2195 1-1 O.5 1 Temporary Traffic Control $ $ Ks p LUMPSUM Devices (Scliedule YX) Per LS Street Section SW-5 2196 1-10.5 1 Teinporary Traffic Control $ $ 1 LUMP SUM Devices (Schedi.fle ZX) P,er LS Street Section SW-6 21-11-915 1-10.5 250 Portable Changeable Message $ $ 219,7 KSP DAYS Sign (PCMS) Per DAY 2200 1-10.5 140 Sequential Arrow Sign (SAS) $ $ KSP DAYS Per DAY 2205 8-01.5 120 Inlet Protection $ $ KSP EACH Per EA Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt overlays/Araucto 16 February 11, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 SCHEDULE 11 - GARBAGE TAX FUNDED OVERLAYS STREET SECTIONS: SW-1 SW-2 SW-3 SW-4 G-SW-5 AND 5 -5 ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2210 8-01.5 230 ESC Lead $ $ KSP HOURS Per HR 2215 8-01.5 400 Street Cleaning Sweeping $ WSDOT HOURS Per HR 2220 1-e2,15(1) 1 SPCC Plan (Schedule II) $ $ WSDOT LUMP SUM Per LS 2225 8-01.5 1 Temporary Erosion/Water $30,000.00** $30,000.00 WSDOT FORCE Pollution Control (Schedule II) Per FA ACCOUNT **Common price to all bidders 2230 5-04.5 1 Asphalt Cost Price Adjustment 50,0()0.00** $50,000.00 KSP CALL (Schedule 11) Per CALL **Common price to all bidders 2235 1-04.4(1) 1 Miner Changes (Schedule 11) 30,000.00** $30,000.00 WSDOT CALL Per CALL **Common price to all bidders Schedule II Total $ 2016 Asphalt o+reriays/Araucto 1:7 February 11, 2016 Project Numbers; 15-3001„ 15-3003,09-3006 E -0N AP I""W E P -T TG-T-044- Nov NO-; 1ih. VSP Id I � 9 4�-Sk ., 9.,"..".^" fig; _ u-I4 ') 18-9 -,J3 5, em 4-S4, HG645 Per:1-i R Tripr a i E - ,,4o r) W at 2016 Asphalt Overlays/Araucta 18 February 11, 2016 Project Numbers: 15-3001, 15-3003,09-3006 •GAP °ed-t 4 --IH) r-C- AL 2016 Asphalt.Overlays/Arauct0 19 February 11, 2016 Project Numbers: 15-3001, 1 -3003, 09-3006 BID SlU'MMARY Schedule I Schedule II TOTAL BID AMOUNT $ 2016 Asphalt Overlays/Arauct0 20 February 11, 2016 Project Numbers: 15-3001, 15-3003,04-3006 4^4 2016 Asphalt Overlay "I, �� '��KEN T Engineer's Opinion of Cost WAS MtwCCTtttc u � t w2 Prepared By:,ISA 2/10/2016 SCHEDULE I-B CI FUNDED OVERLAYS STRFFT, FTRE17T STRErr, ITEM SECTION SECTION, SF'&TI N IM FrrA'DED, NO. ITEM DESC1ttP'CION UGM rs-q 3sr2 rS=3 OVULAVS q'1 oily 0111ir 1.001 Mobilization(SCHEDULE 1,Street Section JS-1 L5 I 1 1002 Mobilization SCHEDULE 1,Street Section JS-2 LS - I - I 1003 Mobilization SCHEDULE 1„Street Section JS-3) I'S - 1 I 1005 Roadway Excavation Incl.haul CY 240 60 90 390 1010 'Unsuitable 1,oundation Excavation Incl. Haul CY 1SU 40 60 280 1015 Gravel Borrow,Including Hatt]and Corn action TON 30 10 10 50 1.020 Crushed Surfacin To Course,5/8 Inch Minus TON 490 110 170 770 1.025 Planing Biturninous Pavement('SCHEDULE 1) SY 25,500 5,300 8,300 39,100 1030 IIMA Class 1/2",PG 64-22 TON 6„300 1„400 2,100 9,800 1035 6 Foot Diameter Traffic Loop EA 30 29 44 1 103 1040 Additional Lead-In Wire LP 260 220 200 680 1045 Plastic Stop Line 24 inch wide) LF 315 160 200 675 1050 Plastic Crosswalk Line SF 2,530 740 865 4,135 1055 Plastic Traffic Arrow EA 4 4 14 22 1060 Plastic Traffic Letter EA - - 8 8 1065 Double Solid Profiled Plastic Line LF 8,800 j 2,6001 1,800 13,200 1070 Skip Profiled Plastic Line LF 7,800 2„000 1 2,800 12,600 1075 TWLTL Profiled Plastic Line LF _ - 1 1,400 1400 1080 Solid Profiled Plastic Wide Lane Line LF 300 300 400 I,ow 1085 liaised Pavement Marker Type l HUND 7 2 3 12 1090 Tempoi-aa Drain Access EA 14 4 4 22 1095 Replace Existing"Valve BoxTop Section and Lid and Adjust to Finished Grade EA 7 15 5 27 1100 Adjust Existing Valve Box Top Section and Lid to Finished Grade EA 29 - - 29 l 105 lAdjust Existing Manhole Frame and Cover to Finished Gr-ade EA 28 12 8 48 1110 Install New Monument,Case and Cover to Finished!Grade EA I - - I 1115 Adjust Existing Mornonent Case Cover to Finished Grade EA 3 2 - 5 1120 Traffic Control Labor HR 2,420 1,050 1 1,270 4,740 1125 Traffic Control Supervisor IIR 410 180 1 220 810 1131 Temporary oraa Traffic Control Devices(SCHEDULE 1,Street Section lS-1)) LS I - - 1 1132 ITemporary Traffic Control Devices(SCHEDULE 1,Street Section!S-2) LS - 1 - 1 1133 Temporary Traffic Control.Devices(SCHEDULE 1„Street Section JS,-3) LS - - 1 I 1135 Operating Agency Supplied Portable Changeable Message Si PCMS) DAY 60 30 40 130 1140 Sequential Arrow Sin SAS DAY 40 20 20 1 80 1145 Inlet Protection EA 35 10 1 101 55 1150 ESC Lead HR 70 30 40 140 1155 1'Street Cleaning Sweeping 1-IR 140 60 80 280 1160 SPCC Plan(SCHEDULE I LS 1 1165 Temporary Erosion/'rater Pollution Control SCHFDULE 1 FA I 1170 Asphalt Cost Price Agiustment 'SCHEDULE 1 CALC I 1175 Minor Changes SCHEDULE 1 CALC I 1,'yRwupmp�rSvw�sw+ptrNatic'tt'ubUelAFlCalrCr5w2 r.6Asr 'a�Gt3ver�ay reratracN,C3 Ueslgn\60.8,EslimatinA20,16 Asphalt Overimirs-Engineers Opinion of Cost Form VZAsx aura 2+a0l2016 3:39 PM �w IA ,1 ch 2016 Asphalt Overlays , Engineer's Opinion of CostKENT WASMIM4T4N A, w' Gl. ^�^ M y� P. Cl Prepared Ily:JSA 211012016 un U0 , SCIEDULE 11-GARBAGE TAX FUNDED OVERLAYS ITEMSTREET STREET STREET STREET STnERT' STREET GARBAGE SECTION SECTION SECTION SECTION SECTION SECtION ©` ITEM DESCRIPTION UCai"rI Th%PONu¢p Tw" OTY QTY QTV 01Y ary OVERLAYS 2001 Mobilization SCHEDULE It,Street Section SW-1 LS 1 1 2002 Mobilization SCHEDULE U Street Section SW-2 LS I I 2003 Mobilization(SCHEDULE 11,Street Section SW-3) LS l 1 2004 Mobilization SCHEDULE 11 Street Section SW4' LS l I. 2005 Mobilization'SCHEDULE 11 Street Section SW-5 LS - 1 I 2006 Mobilization SCHEDULE 11,Street Section SW-6 LS 1 1 2007 Saw Cut Existing Asphalt Concrete Pavcuncrit I.F 200 350 190 Soo 1,240 2010 Roadway Excaenationlncl.l4md CY ISO 40 60 200 120 230 830 2015 Unsuitable Foundation Excavation[net.Haul CY 20 20 10 20 to 10 90 2020 Remove Existing As h.111 Concrete Pavement SY 40 s0 40 110 270 2025 Remove Cement Concrete Sidewalk SY too 210 Ho 260 680 2030 Remove Cement Concrete Curb and Gutter LF NO 3301 190 470 LIso 2035 Gravel Borrrnv,Inchrdin*Haul and Compaction TON 20 10 10 30 20 4O 130 2040 Crashed Surfacing Top Course 5/8 Inch Minus TON 315 120 120 160 90 140 945 2045 Planing Bituminous Pavement(SCHEDULE II) SY 4,300 4,165 1,000 ' 8,100 3,900 9,400 30,865 2050 Pavement Reinforeeiment IntertaX Grid SY 7,900 6,100 4 100 5,000 3,800 10.300 37,200 20$5 PG Tack For Pavement Rehlforecrnent GALI.CSN 1,700 1,300 850 1,050 750 2,100 7,750 2060 IHMA Class 112°,PG 64.22 TON 1,500 2,000 700 1,000 600 1,600 7,400 2065 Cement Concrete Sidewalk Rain T o Parallel A EA 3 9 5 13 30 2070 Cement Concrete Sidewalk Ramp T e Parallel B EA I 1 2075 Cement Concrete Sidewvalk Earn T' Single Direction A EA 2 2 2080 Covent ConcreteSidewvatk SY 40 so 40 s0 240 2085 Cemcnt Concrete Curb and Gutter LF 190 330 190 470 1,ISO 2090 Pedestrian Curb LP 230 330 180 470 1 1,210 2095 6 Foot Diameter Traffic Loop EA - J52 7 2100 Plastic StopLine 24 inch wide) LF 90 76 66 36 16 336 2105 Plastic Crosswalk Line SF 275 - 275 370 370 1 290 2110 Plastic Traffic Arrow EA 4 8 - 14 211.5 Plastic Traffic Letter EA 8 8 2120 Plastic Bike Lane S31nbol EA 10 It 14 2125 Double Solid Plastic Line LF 5,200 1,000 Soo 7,000 2130 Double Solid Paint Line LF 2,600 2,600 205 Single Solid Paint Line LF 5,100 S 100 2140 'rWLTL Plastic Line LF - 200 Soo 1,000 2145 Solid Plastic Wide Lane Line LF 300 200 300 s00 2150 Solid Plastic Bike Lane Lime LF - 3,300 2,100 5,400 2155 Raised Pavement Marker Type 2 11UND 3 3 1 1 8 2160 Replace Existing Valve Box Top Section and Lid and Adjust to Finished Grade EA 11 8 It fi 36 2165 Adjust Existing Manhole Franre and Cover to Finished Grade EA 18 - 1 2 22 43 2170 Adjust Existing Catch Basin Frame and Grate to Finished Grade EA 5 - - 5 2175 Adjust Existing Monument Case Cover to Finished Grade EA. 11 5 8 4 1 is 47 2180 Traffic Control Labor HR 780 670 310 740 490 940 3,930 2195 Traffic Control Supervisor I'IR 130 120 60 130 90 120 650 2191 Tem ors Traffic Control Devices(SCHEDULE 11,Street Section SW-1) is 1 1 2192 Tem ore Traffic Control Devices SCHEDULE It,Street Section SW-2 LS I I 2193 TedInporawy Traffic Control Devices SCHEDULE 11 Street Section SW-3 1.5 1 I 2194 Temporary Traffic Control Devices tSCIIEDULL It Street Section SW44 LS I 1 2,195 Tem pore Traffic Control Devices SCHEDULE U Street Section SW5 IS i. I 2.196 Temeorary Traffic Control Devices(SCHEDULE 11,Street Section SW-6) LS I 1 2.197 Portable Changeable Message Sign PCMS DAY 50 50 30 5o 40 30 250 2200 Se uential Arrow Sign SAS DAY 30 20 10 ' 30 20 30 140 2205 Inlet Protection EA 30 20 5 20 10 35 120 2210 ESC Lead IIR 50 40 20 50 30 40 230 2215 Street ClerutingSweeping HR 90 80 40 90 60 1 40 400 2220 SPCC Plan SCHEDULE 11 LS 1 2225 Temporary Erosion1411ater Pollution Control SCHEDULE II FA 1 2230 As halt Cost Price AOinsiment SCHEDULE 11 CALC i 2235 Minor Chan es SCHEDULE II CALL 1 4wfnvuP'race'ow.PWPMmu51 96r7S5�WbIF:CTS,Ydad AayhaiC Madly cmuadP w 0"Itn s4.6 OpInw are"F-W.Xlm, 1.11 711011016 3.a0 7tA 2t " 1 ' 1 au ENT W/LSM9Fa0'TfAM ITEM 1TEA4 DT6'C`GRIPTION UOM an nmrx+Wwt "4t 'PAA4NG 4004 F Z Street Mix Cap - 20, .., .""""' 20 026 H 16 R � p 304'V? 1-S ` " RA 30-5-5 Minap . 1- \\Pwupfpplv\pwpulalic,Public\PROJECTS\2016 Asphalt Overlay Contract\60 DesiRn\60.8 EstlmatinR12016 Asphalt overlays-En&eers Opinion of Cost Form V2.xlsx Soft 2/10/2016 2:13 PM PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe Kent, WA 98032 01,- Fax: 253-856-6500 KENT WAS H I U 0 TO F4 PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON 2016 Asphalt Overlays Project Numbers: 15-3001, 15-3003,, and 09-3006 ADDENDUM No. 2 February 16, 2016 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications, and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with, the following: ALL CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I — KENT SPECIAL PROVISIONS Page 8-11 - Section 8-22.2, - Materials REVISE the first paragraph as follows: Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. B plastic material shall be used for bicycle lane symbols. Plastic rocs al fines, pfas;tic trafficari-ows, plarstir sbr.'Pp fines, and plastic traft"ic letters shall be installed tising Type A plastic ina ter hal. [Di-of plastic lines, plastic flat long lines, plastic wide lane Rnes, and plastic bike lane 11nes, shall be installed tising 7 172�e D 1),lastic material. END OF ADDENDUM No. 2 0 C9 c6 Chad Bieren, P.E. Date City Engineer GO MAYOR SUZEFIE COOKE -J TAB I NDEX Tab 1 Bidder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 WSDOT Standard Plans Tab 7 Supplemental I nformation Tab 8 Location Maps, Plans, and Cross Sections Tab 9 Traffic Control Plans Tab 10 Environmental Permits Tab 11 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2016 Asphalt Overlays Project Numbers.m 15-30011 15-3003, and 09-3006 BIDS ACCEPTED UNTIL February 17, 2016 10:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR S� 2/2/2016 lr'A POP KENT W A S H I N G T 0 N ICON Materials BIDDER'S NAME (dba of CPM Development Corporation) COUNTY,CITY OF KENT KING WASHINGTON 2016 Asphalt Overlays KENT SPECIAL PROVISIONS FOR Project Numbers-, BIDS ACCEPTED U TIC. Februairy 17,. 2016 10:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER T CITY OF 1 CITY HALL 20 4th, Avenue S., Cent, WA 98032-5895 TIMOTHY ]. LAP RT , P.E. PUBLIC O S DIRECTOR ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Supplemental Information Location Maps, Plans, and Cross Sections Traffic Control Plans Environmental Permits Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through February 17, 2016 up to 10 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 10 a.m. for the City of Kent project named as follows: 2016 Asphalt Overlays Project Numbers: 15-3001, 15-3003, and 09-3006 The project consists of overlaying various City of Kent streets by installing approximately 17,000 tons of hot mix asphalt, 70,000 square yards of planing bituminous pavement, 37,000 square yards of pavement reinforcement interlay grid, 33 cement sidewalk ramps, 2,000 tons of crushed surfacing top course, 100 each 6 ft diameter traffic loops, plastic and paint permanent pavement markings, raised pavement markers, and other work, all in accordance with the Contract Plans, APWA/WSDOT GSP, Kent Special Provisions, and the WSDOT Standard Specifications. The Engineer's estimated range for this project is between $3,900,000 and $4,700,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Joseph Araucto, P.E. at 253- 856-5664. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Paper copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50 for each set. Plans and specifications can also be downloaded at no charge at KentWA.aov/procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. ICON Materials rnr (aba of CpM Development r Dated this 2"d day of February, 2016. Y 4*oore!, yCeRona r Published in Daily Journal of Commerce on February 3 and 10, 2016 ICON Materials (dba of CPM Development Corp.) CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order 4.11246) Date-_February 17, 2016 This statement relates to a, proposed contract with the City of Kent named 2016 Asphalt Overlays project Number. 15-3001, 15-3003, and 09-3006 1 am the undersigned bidder or prospective contractor. I represent that - 1 .. I XXXX _ have, - have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. ICON Materials ...(qba of qFM Dev loprrrent Corporation) NAME OF BIDDER BY: SIGNATURE/TITLE L!�Meidinger General Manager J VP 1508 Valentine Ave SE Pacific, WA 98047-2103 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 2016 AsphaK OverBays/,Arauctc :1016 PT-OjeCt Mrlinbers: 15-3001, 15 30()3, 09.300t-, DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of i<ent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies, The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor- or suppher on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be, at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. 1 have read the attached City of I<ent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability, 3. During the time of this contract the prime contractor will provide a wiritten statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract 1, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the f'rime Contractor, that the Prime Contractor complied with the requirements, as set forth above. By signing b6ow, I agree to fulfill the five requirements referenced above, By� Rob Meidinger For: ICON Material M Developrnent99YrPro ration) Title General Manager / VP Date: February 17, 2016 2016 Asphaft ()V j"��ys/ArauCto 2 rebruairy 2, 2016 PF0]QCt PhIn bers l 15 701n 1, 15 3003, 09 30C)6 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. ICON Materlais (dba of CPM Development Cora.) 2016 Asphalt Overlays/Araucto 3 February 2, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. ICON Materials I, the undersigned, a duly represented agent of (ding of CPM Development Corporation) Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as 2016 Asphalt Overlays/Project Numbers: 15-3001, 15-3003, and 09-3006 that was entered into on the (Date) , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: For: Title: Date: 2016 Asphalt Overlays/Araucto 4 February 2, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Mark Eichelberger Project Manager/Estimator has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named 2016 Asphalt Overlays/Project Numbers: 15-3001, 15-3003, 09-3006 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. 2016 Asphalt Overlays/Araucto 5 February 2, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 ICON Materials (dba of CPM Development Corp SCHEDULE I — B&O FUNDED OVERLAYS (STREET SECTIONS: JS-1, JS-2, AND JS-3) ITEM SECTION APPROX. rTEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT_ 4- ,WG-DOT I--U:M-P-SY U 4 1001 1-09.7 1 filobifizatiorp (Schieritile 1) $ W5DOT L(IMP SUAY Street Section 15-1 Per LS 1.002 1-09.7 1 lWobilizatioti (SchedLde 1) $?2 000,0$ :22�6W,M WSDOT LUMP SUM Street Section JS-2 Per fS 1003 1-09.2, 1 Afabifiration (515chedi1e 1) $35 "00,00$ '.fit oco ,00, W.SDOT LUMP SUK Street°Sectiorz JS-3 Per LS 1005 2-03.5 390 Roadway Excavation Incl. scRc�-60 $81 5,30, 00 WSDOT CU YDS Haul Per CY 1010 2-03.5 280 Unsuitable Foundation $'�'P '00 $ 6"166"60 WSDOT CU YIDS Excavation Inci, Haul Per CY 1015 4-03.5 50 Gravel Borrow, Including Haul $41/00 $1j,?6)0-'60 KS,P TONS and Compaction Per TON 1020 4-04,5 770 Crushed Surfacing Top $ /5 6L') $ 60 KSP TONS Course, 5/8 Inch Minus Per TON 1025 5-04.5 39,100 Planing Bituminous Pavement $ t/60 KSP SCE YES (Schedule 1) Per SY Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto 6 iCON Matehals . February 11,2016 Project Numbers: 15-3001, 15-3003,09-3006 (dbti 0i f,,,pM DevPbPM8t1t CorP'� SCHEDULE I - B&O FUNDED OVERLAYS (STREET SECTIONS: JS-1, IS-2, AND JS-3) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1030 5-04.5 9,800 HMA Class 1/2", PG 64-22 $ -7' ,CO $ -7 151 00 KSP TONS Per TON 1035 8-20.5 103 6 Foot Diameter Traffic Loop $ 735,00 $ 75, 70 5,00 KSP EACH Per EA j 1040 8-20.5 680 Additional Lead-In Wire $ .95 $ :530, 60 KSP LN FEET Per LF 1045 8-22.5 675 Plastic Stop Line (24 Inch $ ( ,00 $ q o5o, 00 KSP LN FT Wide) Per LF j 1050 8-22.5 4,135 Plastic Crosswalk Line $ 3,50 $ 72 '50 WSDOT SQ FT Per SF 1055 8-22.5 22 Plastic Traffic Arrow $ //0,00 $2,L)2'6 ,L^,O WSDOT EACH Per EA 1060 8-22.5 8 Plastic Traffic Letter $ 80,00 $ 6qo, 00 WSDOT EACH Per EA 1065 8-22.5 13,200 Double Solid Profiled Plastic $ 2,G0 $ 3FIX0,C0 KSP LN FT Line Per LF 1070 8-22.5 12,600 Skip Profiled Plastic Line $ o, 75 $ 9�q_So, 001 KSP LN FT Per LF Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NO,TE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto 7 _0 j maj?fiJWC February 11, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 10(11'4p'�Optpnep SCHEDULE I - B&O FUNDED OVERLAYS (STREET SECTIONS: JS-1, JS-2, AND, JS-3) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1075 8-22.5 1,400 TWLTL Profiled Plastic Line $ 2.50' $ '3, 500, CO KSP LN FT Per LF 1080 8-22.5 1,000 Solid Profiled Plastic Wide $ LI,00 $ 4,oco, 00 KSP LN H Lane Line Per LF 1085 8-09.5 12 Raised Pavement Marker $ 1125"06 $ 5 1601-60 KSP, HUNDRED Type 2 Per HUND 1090 7-04.5 22 Temporary Drain Access $1,60,00 $ 31 ,00 KSP EACH Per EA 1095 7-12.5 27 Replace Existing Valve Box $46�40,00 $ 00 KSP EACH Top Section and Lid and Per EA Adjust to Finished Grade 1100 7-12.5 29 Adjust Existing Valve Box Top $,369,00 $ '81-WC0 KSP EACH Section and Lid to Finished Per EA Grade 1105 7-05.5 48 Adjust Existing Manhole $,V1 5,00 $ qc?&60 KSP EACH Frame and Cover to Finished Per EA Grade 11101 8-13.5 1 Install New Monument, Case $ Llo?:5,00 $ Llc?.5,60 KSP EACH and Cover to Finished Grade Per EA 1115 8-13.5 5 Adjust Existing Monument $310,a) KSP EACH Case Cover to Finished Grade Per EA Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule., 2016 Asphalt Ove:rlays/Araucto 8 February 11, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 SCHEDULE I — B&O FUNDED OVERLAYS (STREET SECTIONS: IS-1, IS-,2AND IS-3) ITEM SECTION APPROX., ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT_ 1120 1-10.5 4,740 Traffic Control Labor $ qs-.60 KSP HOURS Per HR 1125 1-10.5 810 Traffic Control Supervisor $ 56,00 $ '45,360,00 KSP HOURS Per HR 44-�M) 4- Te�-F&f-y-T-f af Wz-Gef�,tf e4 47 �=644P--&6T,4 Gevets-(-Sehe'du4e4) Per--6x-f 1 Temporary Traffic Control $91 GOO,DO$ '31!SCO, C�o KSP LUMPSUM Devices (-Scliedesle Z) Pler LDS Street Sectian ,JS-1 1132 1-10.5 1 Temporary Traffic Control $9,sco 160$ S,SOO 1 00 KSP L LIMP,SUN Devices (Scheckde ,r) Pet-,LS Street Section JS-2 I 1313 1-10.5 1 Temporary Traffic Control $gtRnA-' SI.S00.0o KSIP LUMP SVIM Devices (Schedule Z) Pet,LS' Street Section JS-3' 1135 1-10.5 130 Operating Agency Supplied $ q6.00 $ .s/qW,60 KSP DAYS Portable Changeable Message Per DAY Sign (PCMS) 1140 1-10.5 80 Sequential Arrow Sign (SAS) $ /7,00 $ 11:360,00 KSP DAYS Per DAY 1145 8-0,1.5 55 Inlet Protection $57,00 $ "31 ) 35,00 KSP EACH Per EA Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto 9 February 11, 2016 Project Numbers. 15-3001, 15-3003,09-3006 0�)a oi SCHEDULE I — B&O FUNDED OVERLAYS (.STREET SECTIONS: IS-1, JS-2, AND JS-3) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT_ 1150 8-01.5 140 ESC Lead $ 70-00 $ c) ,900,0C) KSP HOURS Per HR 1155 8-01.5 280 Street Cleaning Sweeping $ 125,00 $ 35,600,00 WSDOT HOURS Per HR 1160 1-07.15(l) 1 SPCC Plan (Schedule I) $ -700100 $ -7co 1 00 WSDOT LUMP SUM Per LS 1165 8-01.5 1 Temporary Erosion/Water $45,000.00** $45,000.00 WSDOT FORCE Pollution Control (Schedule 1) Per FA ACCOUNT **Common price to all bidders 1170 5-,04.5 1 Asphalt Cost Price Adjustment 450,000.00** $50,000.00 KSP CALC (Schedule 1) Per CALC **Common price to all bidders 1175 1-04.4(1) 1 Minor Changes (Schedule 1) $25,000.00** $25,000.00 WSDOT CALC Per CALC *Common price to all bidders Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL — NOTE 'TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. Schedule I Total $ 7, 5�0 2016 Asphalt Overlays/Araucto 10 February 11, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS,:, SW-1, SW-2, SW-3, SW-4, AN-P-SW-5 AND SW--6) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NOd . QUANTITY PRICE AMOUNT --- W&D-GT L!44Af-,cA-J-M r-W-L-G 2001 1-09.7 1 Mobilization (Schedule ZZ) $25)000,00$ ?5�6W,00 WSDOT LUMPSUM Street Section S W-1 Per LS 2002 1-09.71 1 Nobilizadon (Schedule Z.Z') $24)W0,6D$ 04,6C0,00 WSPDOT LUMP SLI ' .15treet Section SW-2 Per LS 2003 1-09.7 1 Mobilization (Schedulp Zr) $///",60$ ///600 00 MIS Off" LUMP SUM Street Section Sig -3 Per LS 2004 1-09.7 1 Mobilization (Schedule ZZ) W ,/000, 00 WS PD 0 T LUMP SUM Street Section SW-4 Per LS 2005 1-09.7 1 Mobilization (Schedule, ZZ) WSDOT ILUMPSUM Street Section SW-5 Per LS .20 OX,69s; 00 2006 1-09.7 1 Mob III zatlar; (Schedate ZX) $ ;/ W.155D 0 T L.LIMP SUM Street Section SW-,6 PerLS 249-51 2-02.5 1,240 Saw Cut Existing Asphalt $ , 50 $ // 9(00,00 2007 KSP LN Fr Concrete Pavement Per LF 2010 2-03.5 830 Roadway Excavation Ind. $ zz 00 $ IE 260, y W YSDOT CU YDS Haul Per C Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto February 11, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 SCHEDULE II - GARBAGE TAX FUNDED 0VERLAYS STREET SECTIONS: SW-1 Shy'-2 S,W-3 SW-4 +49- W- AND kP- IT'EM SECTION APPROX. ITEM UNIT TOTAL NO.. NO. QUANTITY PENCE AMOUNT_ 2015 2-03.5 90 Unsuitable Foundation $ ., $ 080100 WSDOT CU YDS Excavation Incl. Haul Per CY 2020 2-02.5 270 Remove Existing Asphalt $ 27,50 $ 7114 2 ,' 60 }ASP SQ YDS Concrete Pavement Per SY 2025 2-02.5 680 Remove Cement. Concrete $63,75 $ 31 ! KSP SQ YDS Sidewalk Per SY 2030 2-02.5 1,180 Remove Cement Concrete $ ,C' $ � a KSP LN FT Curb and Gutter Per LF 2035 4-03.5 130 Gravel Barrow, Including Haul $` $ 31 2D,CO KSP TONS and Compaction Per TON 2040 4-04.5 945 Crushed Surfacing Top $ 1R $ I [ 51 KSP TONS Course, 5/8 Inch Minus Per TON 2045 5-04.5 30,865 Planing Bituminous Pavement $ Ll 1 $ KSP SQ YDS (Schedule II) Per SY 2050 5-04.5 37,2.00 Pavement Reinforcement $ . 5 $ '" 111 ° 00 KSP SQ YDS Interlay Grid Per SY 2055 5-04.5 7,750 PG Tack for Pavement $ - $ ) ,60 KSP GALLON Reinforcement Per GAL Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE, TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt overlays/Araucto 12 February 11, 2016 Project Numbem 15-3001, 15-3003, 09-3006 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS: SW-1, SW-2, SW-3, SW-4, A,49--SW-5 AND SW-6) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. _ QUANTITY PRICE AMOUNT 2060 5-04.5 7,400 HMA Class 1/2". PG 64-22 s75,00 $ 5Q0 :200.00 KSP TONS Per TON 2065 8,-14.5 30 Cement Concrete Sidewalk $ 1)1o?5,00$ 333j-75000 KSP EACH Ramp Type Parallel A Per EA 2070 8-14.5 1 Cement Concrete Sidewalk $ ///.?,5,00$ 5, 0 0 KSP EACH Ramp Type Parallel B Per EA / $0 2075 8-14.5 2 Cement Concrete Sidewalk $ " KSP EACH Ramp Type Single Direction A Per EA 2080 8-14.5 240 Cement Concrete Sidewalk $ 37,00 $ gi VD,00 KSP SQ YDS Per SY 2085 8-04.5 1,180 Cement Concrete Curb and $ao' 60 $ 00,00, KSP LN FT Gutter Per LF 2090 8-04.5 1,210 Pedestrian Curb $,?0 00 $ ,9,411, ,00 KSP LN FT- Per LF 2095 8-20.5 7 6 Foot Diameter Traffic Loop s -735,co $KSP EACH Per EA 2100 8-22.5 336 Plastic Stop Line (24 Inch $ 6 ,00 $ 21016,00 KSP LN FT Wide) Per LF Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto 13 February 11, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS' SW-1, SW-2, SW-3, SPIV-4, A49--SW-5 AND SW--6) ITEM SECTION APPROX. ITEM UNIT TOTAL NO, NO. QUANTITY PRICE AMOUNT 2105 8-22,5 1,290 Plastic Crosswalk Line $ 5 $ 4 WSDOT SQ FT Per SF 2110 8-22.5 14 Plastic Traffic Arrow $ //0' 00 $ //5Z�0'00 WSDOT EACH Per EA 2115 8-22.5 8 Plastic Traffic Letter $go'00 $ (0410,00 WSDOT EACH Per EA 2120 8-22.5 14 Plastic! Bike Lane Symbol $ 150,00 $ 2) )00,00 WSDOT EACH Per EA 2125 8-22.5 7,000 Double Solid Plastic Line $ :2100 $/1%000100 KSP LN FT Per LF 2130 8-22,5 2,600 Double Solid Paint Line $ 050 $ 00 KSP LN FT Per LF 2135 8-22.5 5,100 Single Solid Paint Line $ 0, 25 $ /y 2 75, 00 KSP LN FT Per LF 2140 8-22.5 1,000 TWLTL Plastic Line $ 2,00 $ 21 OOD,00 KSP LN FT Per LF 2145 8-215 800 Solid Plastic Wide Lane Line $ 2 50 $ 21 000',00 KSP LN FT Per LF Items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it Is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto 14 February 11, 2016 Project Numbers: 15-3001, 15-3003,09-3006 SCHEDULE 11 - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS: SW-1, SW-2, SW-3, SW-4,, AA -SW-5 AND,,SW-,6) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT_ 2150 8-22.5 5,400 Solid Plastic Bike Lane Line $ 2�50 $ 5CO,CO KSP LN FT Per LF 2155 8-09.5 8 Raised Pavement Marker $ Z125.00 $ 31�W'00 KSP HUNDRED Type 2 Per HUND 2160 7-12.5 36 Replace Existing Valve Box $410,00 $ 1131S41o 'bo KSP EACH Top Section and Lid and Per EA Adjust to Finished Grade 2165 7-05.5 43 Adjust Existing Manhole $ 4)5,00 $ 01 84s,bo KSP EACH Frame and Cover to Finished Per EA Grade 2170 7-05.5 5 Adjust Existing Catch Basin $ L4 IS,00, $ 210-7 5,00 KSP EACH Frame and Cover to Finished Per EA Grade 2175 8-13.5 47 Adjust Existing Monument $310,00' $ 1415-70 ,00 KSP EACH Case Cover to Finished Grade Per EA 2180 1-10.5 3,930 Traffic Control Labor $ 45CO $ F16/ssolco KSP HOURS Per HR 2185 1-10w5 650 Traffic Control Supervisor $ %,Cc $ KSP HOURS Per HR -1 ' yl-crp L444P-G s-fS,&Stec k4e4 r-L-5 items bearing this description is found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphalt Overlays/Araucto 15 /""j""='��'�� February 11, 2016 project Numbers'. 15-3001, 15-3003, 09-3006 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS: SW-1, SW-2SW-3, SW-4, AN4---)-SW-5 AND SW- ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO.- QUANTITY PRICE AMOUNT 9.1 1-10.5 1 Ten-jporary Traffic Control $ 2 1 SOO,M,,� 21SOO-CC) 11(SP LUMP SUN Devices (Schedule 11) Per LS Street Section SIAI-1 21,92 1-10.5 1 Temporary Trarfic Control 5 500,0� :3)SOO,00 KSP LUMP SUK Device,s (Schedtfie 11) 1,2er�.s Strpet Section SLU-2 219,3 I-10.S I Temporcary Traffic Control KSP LUMP SUM Devices (Schedule ZZ) Per LS Street Section SW-3 2194 1-10-5 1 Temporary Traffic Control $2i000,W$ ,21000,00 KSP LUMP SUM Devices (Schedule ,rl,) Per LS Street Section SW-4 2195 1-10.5 1 Temporary Traffic, Control $ 11000100$1 [1=60 11(sp LUMP SUN Devices (Schedule ZZ) Per LS Street Sectian SW-5 2196 1-10.5 1 Terra ary Traffic Contral $?J0W,00$ -3100c),Do K.517 LUMP SUM' Devices (.5chedule ,11) Per LS Street Section SW-6 .24-9-51 1-10.5 250 Portable Changeable Message $195,00 $ 211'2GO4CO 2197 KSP DAYS Sign (PCMS) Per DAY 2200 1-10.5 140 Sequential Arrow Sign (SAS) $ V1 ,CC $ 21?20,CO KSP DAYS Per DAY 2205 8-01,5 120 Inlet Protection $ 5-7,00 $(0�sLg) CO KSP EACH Per EA Items bearing this description is found in more than one schedule, In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. 2016 Asphaft Overlays/Araucto 16 February 11, 2016 Project Numbers: 15-3001, 15-3003,09-3006 SCHEDULE II — GARBAGE TAX FUNDED OVERLAYS (STREET SECTIONS: SW-1, SW-2, SW-3, SW-4, AV- -SW-5 AND SW--G) ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2210 8-01.5 230 ESC Lead $ 70-CO $ , MOLD KSP HOURS Per HR 2215 8-01.5 400 Street Cleaning Sweeping $ 1215,00 $ 5o�000,60 WSDOT HOURS Per HR 2220 1-07.15(l) 1 SPCC Plan (Schedule 11) $lco,co $ WSDOT LUMP SUM Per LS 2225 8-01.5 1 Temporary Erosion/'Water $30,000.00-- $30,000.00 WSDOT FORCE Pollution Control (Schedule 11) Per FA ACCOUNT **Common price to all bidders 2230 5-04.5 1 Asphalt Cost Price Adjustment $50,000.00** $50,000.00 KSP CALC (Schedule II) Per CALC **Common price to all bidders 2235 1-04.4(1) 1 Minor Changes (Schedule 11) $30,000.00** $30,000.00 WSDOT CALC Per CALC **Common price to all bidders Schedule 11 Total 1 1, , 214) -00 2016 Asphalt Overlays/Araucto 17 February 11,2016 Project Numbers: 15-3001, 15-3003, 09-3006 Nev TAR;-GE me .µ 44e 4 ik4-,�fi zft-(wfu. _ Pe r41 R-S ,- r 1 HOURS Per ' ." . ,.,P -47 , 6-94775 Tempe - � � 2016 Aspbak Overlays/Araucbo 1$ a w , February 11, 2016 Project Numbers: 15-3001, 15-3003,09-3006 *Eh -T-1 H 2016 asphalt Overlays/Araucto 19 � F �°'` "' ' February 11, '2016 Project Numbers: 15-3001, 15-39t13, 09-3006 BID SUMMARY Schedule , Schedule 11 s-1.4 � 24 r 00 w TOTAL. BID AMOUNT 20�16 Asphalt alt Qwaerlays,pl rauctp 20 February 1.1, 2016 Project umbers: 15-3001, 15-3003, 09-3006 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, frorn any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. Ust each bid item to be performed by each designated subcontractor in numerical sequence. If no, subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list. after the time set for bid opening may disqualify your bid, project Name: 2016 Asohalt Overlays-- Project Numbers: 15-3001, 15-3003, and 09-3006 Subcontractor Name Item Numbers --71rs ............ Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name ...... Item Numbers Subcontractor Name ............. Item Numbers ........... Subcontractor Name ——----- Item Numbers ------ ------------ CONTRACTOR'S SIGNATURE 74 Rob Meiding,er 2016,Asphalt Ove,�IaYS/Al'auctb 210 Feb LJE�ry 2, 2016 Project WnAie s: 15-3001, 1� 300'3, 09 300b SUBCONTRACTOR LIST (Contracts over 1 million do0ars) Name of Bidder; ICON Materials (clba of CIPM Development Carp i qn) Project Name: ------ Project Numbers: 15-30011,- 15-3003, and - Pursuant to RCS' 39,30,060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and ,fir Conditioning Subcontractor Larne; Plumbing Subcontractor Name: Electrical subcontractor Name: February 172 2016 Signature of Bidder- Rob inger Date 2o (i Asphalt Overlays)'Arauctc 21 Februa y 2, 2016 l)roject Numbm 15-30r01, 15` -3003, 09-3006 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. 2016 Asphalt Project NumbeOrs: 15 3001, 15 3003, 09-3006 22 s February Z, 2016 IJlateria (dba ofi CPM Develoom,er, ,,, If the bidder fails to request a modification within the time aliowed, or fails to appeal a determination that the bidder- is not responsible within the time aliowed, the city will make its determination of bidder responsibility based on the information submitted, COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETETHIS FORM MAY ALSO RESULT INA DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SLJBMITTE�D BYM I Materials (db,a of CIPM Development Corporation) -1, NAME: c -` L=-�� , " Rob Meidinger ADDRESS: 1508 Valentine Ave S Pacific, WA 98047-2103 PRINCIPAL OFFICE: ICON Materials (dba of CIPM Development Corporation) ADDRESS: 1508 Valentine Ave SE Pacific, WA 98047-.2103 .......................... PHONE: 206 575-3200 FAX: 206 575-3207 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washingtor) "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection, 1.4 Provide a, statement, signed by a person with authority to act and speak for your company, that your, company, including any subsidiary companies, or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, 6sqUalified froirn bidding on any public works contract under RCW 39.06,010 or 39,12,0165 (3), 2016 Asphalt Overlays/Arawo<,, 221 P"ebrwary 2, 2016 Projec NU[nl�Yers" 15-300 , F mli ll=�Ill S",cm"—- ' CONTRACTOR'S QUALIFICATION STATEMENT 1. STATUTORY REQUIREMENTS 1.2 601 006 854 State Unified Business Identifier 1.3 618584 01 0 Employment Security Dept number 600 664 231 State Excise Tax Registration number 1.4 ICON Materials (dba of CPM Development Corporation), including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of ICON Materials, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 4. EXPERIENCE 4.2.2 Are there any judgments, claims, arbitration proceedings or suits, pending or outstanding against your organization or its officers? Claims and pending litigation arising out of 3rd party claims, collections and other matters that would be expected for a company performing $50 million per year in both public and private development arenas. 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years. ICON Materials has exercised non litigation dispute resolution in public contracts such as Dispute Resolution Board in WSDOT Contract #6895. Rob Meidinger General anager/VP ICON Materials Corporate Office 1508 Valentine Ave SE Pacific,WA 98047 206-575-3200 Phone 206-575-3207 Facsimile ICONM**982CF An Equal Opportunity Eniploycr M' .. 1 ��://✓i ��„/ Dpp inent-ofLabor and Industries ,04 "; ' ICON .' � ��p�a (('����}1 /� [� � .p 1 v�Q PDX —445 V iO ✓ �/ I i i�l ✓ % �% �'���yy4 �'rf,r, .7 �✓' n" ;p�IP�P fiI,MWk�"�^9�'K 7 ! ✓✓ '1 �' 1 594 1,984 s„ R i n / s i ✓ I✓� ✓� �i n camanract�r i% 9 ,;; ry 1 i ��✓ p[ O,i✓l✓,*/,,✓�i°f✓✓/,,'✓ ,!s - i;, % r ✓ i��,f/, „, e /ZO02 ISCl8 V/A/,LEN,,E"AVE,S � „ ��� ;������;r� � � t���a�����/7f2(9W �l✓��j/21 lti �%�� ICON MATERIALS Page 1 of 4 .. Home li,paiuil Contact i Search L&I A-%Index Help MN Secure IM Safety&Health Claims&Insurance Workplace Rights Trades&Licensing 40 Washington State Department of Labor & Industries ICON MATERIALS Owner or tradesperson 1508 VALENTINE AVE SE PACIFIC,WA98047 Principals 206-6763200 GAUGER,JAMES DEAN,PRESIDENT KING County MADDEN JR,JOHN JAMES,VICE PRESIDENT LEWIS-DEVANEY,SUSAN GAIL,VICE PRESIDENT Franz,Paul,VICE PRESIDENT Shogren,John Nicholas,VICE PRESIDENT Nudell,Kimberly Sue,SECRETARY BROWN II,CHARLES RODNEY,TREASURER PARSON,JOHN W,DIRECTOR CYR,BRUCE,PRESIDENT (End:01127/2006) SHAFFER,JEFFREY S,PRESIDENT (End:09/0412013) RADICH,JIM,VICE PRESIDENT (End:09/0412013) MURPHY,MARK DANIEL,VICE PRESIDENT (End:11/3012015) SALISBURY,PAUL DOUGLAS,SECRETARY (End:11/3012015) O'DRISCOLL,MICHAEL G,DIRECTOR (End:11/3012015) Doing business as ICON MATERIALS WA UBI No. Business type 601 006 864 Corporation Governing persons DAN w MURPHY J TIMOTHY MURPHY; MICHAEL K MURPHY; License Verify the contractor's active registration!license/certification(depending on trade)and any past violations. Construction Contractor Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601006854&LIC=ICONM**982CF&SAW= 2/5/2016 ICON MATERIALS Page 2 of 4 ICONM-982CF Effective—expiration 0210612002—02/0712018 Bond FIDELITY&DEP CO OF MARYLAND $12,000.00 Bond account no. 8876949 Received by L&I Effective date 02112/2007 02/0612007 Expiration date Until Canceled Insurance ...... ........................ Liberty Mutual Ins Co $2,000,000.00 Policy no. TB2C81004095116 Received by L&I Effective date 09/0112015 0910112015 Expiration date 09/0112016 Insurance history Savings ...................... No savings accounts during the previous 6 year period. Lawsuits against the„ ...... ._......._.. Cause no. 16-2-22162-1 SEA Open Complaint filed by Complaint against bond(s)or savings GLACIER DRILLING&DEWATERING LLC 8876949 Complaint date Complaint amount 0913012015 $0.00 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so.verify the business is up-to-date on workers'comp premiums. L&I Account ID Self Insured. 700,174-00 This business is certified to cover its own workers'comp costs.No premiums due. Doing business as OLDCASTLE INC Estimated workers reported NIA L&I account representative (360)9024817 Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 1012712014 No violations Inspection no. 317399673 Location 1900 N.Sullivan RD Spokane Valley,WA 99216 Inspection results date No violations https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601006854&LIC=ICONM**982CF&SAW= 2/5/2016 ICON MATERIALS Page 3 of 4 0810112014 Inspection no. 3173836" Location 1-90 Mile Marker 257 Tyler,WA 99004 Inspection results date 0111312014 No violations Inspection no. 316892371 Location 1250 Denny Way Seattle,WA 98109 Inspection results date 01102/2014 Violations Inspection no. 316956804 Location Intersection of Sumner,WA 98390 Inspection results date 07125/2012 No violations Inspection no. 316308337 Location 201 Valley Mall Parkway East Wenatchee,WA 98802 Inspection results date 06118/2012 No violations Inspection no. 316250844 Location East of 413 Saddlehorn Ave Wenatchee,WA 98801 Inspection results date 01105/2012 No violations Inspection no. 315059220 Location 19th Ave and 27th Ave U.S.396 Kennewick,WA 99338 Inspection results date 0110512012 No violations Inspection no. 315069204 Location 112 Factory Rd Sunnyside,WA 989" Inspection results date 0110512012 Violations https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601006854&LIC=ICONM**982CF&SAW= 2/5/2016 ICON MATERIALS Page 4 of 4 Inspection no. 316059170 Location 19th Ave and 27th Ave Kennewick,WA 99338 Inspection results date 03/2812011 Violations Inspection no. 314797408 Location 902 Rocky Rd Orting,WA 98360 U Washington State Dept.of Labor 8 Industries.Use of this site is subject to the laws of the stale of Washington https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=601006854&LI C=I CONM**982CF&SAW= 2/5/2016 - SCANNED Employment Security Department WASHINGTON STATE I Tax Rate Notice ESD number: 000-618584-01-0 843 UBI number: 601-006-854 CPM DEVELOPMENT U-JRPORATION CPM DEVELOPMENT CORPORATION Mailing date: December 30, 2015 PO BOX 3366 If you want us to review,your SPOKANE, WA 99220-3366 tax rate, the law says you must send us a request in writing by January 29,2016. 4 Your tax rate for 2016 will be 5.72%. Your new tax rate is lower than last year. Your tax rate is a regular taxable employer experience rate calculation. 8 Unemployment Insurance(UI)tax rate based on experience 5.40% You pay tax on an UI social cost rate 0.30% employee's wages LIT Trust Fund solvency surcharge 0.00% b only up to the ill limit deduction(This deduction reduces your rate to the maximum rate.) 0.00% 016 taxable 8 wage base: Subtotal of unemployment insurance rate 5.70% Employment Administrative Fund(EAF) 0.02% $44,000 Total of the above tax rates 5.12% Your tax rate for 2016 is based on the following benefit charges and taxable wages. Experience Year Benefit Charges' Taxable Wages"" I 07/01/14-06/30/15 $1,525,762.58 $24,390,511.58 07/01/13- 06130,114 $1.941,332.16 $24,943,412.67 07/01/12- 06/30/13 $2,231,098.40 $24,830,630.50 07/01/11 -06/30/12 $2,694,125.71 $27,739,269.60 Experience Transferred OUT $111,698.68 $2,240,246.97 Total $8,180,620.17 $99,563,577.38 - 0.082164 Benefit Charges divided by Taxable Wages equals Benefit Ratio Based on your benefit ratio,you were assigned rate class 40. *Benefit charges are your share of unein loyment benefits that we paid to your ionner employees. **Taxable wages are the'total amount of your employees'wages on which you paid taxes. Please contact us if we can assist you. To learn more about how your tax rate is determined,please visit esd.Xa•a.aov-4aX-ra1es. For tax rate questions and corrections: For account questions: Employment Security Department Employment Security Department Experience Rating Unit AMC Olympia (Spokane) PO. Box 9046 PO Box 9046 Olympia, WA 98507-9046 Olympia, WA 98507-9046 360-902-9670 360-902-9202 fax 855-829-9243 800-794-7657 fax ID 1028(12/31109)EMS 174 Tax rate notice 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 56 Years 2.2 How many years has your organization been in business under its present business name? 16 Years 2.2.1 Under what other or former names has your organization operated? See Attached 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 7/26/1984 2.3.2 State of incorporation: Washington 2.3.3 President's name: Ric Linares 2.3.4 Vice-president's name(s): Rob Meidinger 2.3.5 Secretary's name: Susan Devaney 2.3.6 Treasurer's name: Susan Devaney 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. ICONM**982CF Washington State Counties, Heavy Construction, Asphalt Paving &Aggregate Minerals 3.2 List jurisdictions in which your organization's partnership or trade name is filed. Washington State Trade Name: ICON Materials 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces.Site Development, Asphalt Concrete Paving &Aggregate Sales 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? NO 2016 Asphalt Overlays/Araucto 24 February 2, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 PAST COMPANY NAMES The current business name, ICON Materials, a Division of CPM Development Corporation has been in use since January 1, 2002. The company was formed April 1998 to purchase the assets and continue the operations of M.A. Segale, Inc. a Washington Corporation since 1960. ICON Materials, a Division of CPM Development Corporation Jan. 1, 2002 to Present ICON Materials, Inc. June 2000 to Dec 2001 Oldcastle NW, Inc., d/b/a M.A. Segale, Inc. April 1998 to June 2000 M. A. Segale, Inc. Startup 1960 to April 1998 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? NO 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? NO 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) NO 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: 25+ Million (both) 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 2015 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. S. REFERENCES 5.1 Trade References: See Attached 5.2 Bank References: See Attached 5.3 Surety: 5.3.1 Name of bonding company: Fidelity & Deposit Company of Maryland 5.3.2 Name and address of agent:Marsh USA Risk & Insurance Services, Inc 6. FINANCING 150 West South Temple, Suite 700 Salt Lake City, UT 84101 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 2016 Asphalt Overlays/Araucto 25 February 2, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 ICON MATERIALS SAMPLE LISTING ASPHALT PAVING PROJECTS PROJECT NAME OWNER/GENERAL CONTRACT AMT CONTACT COMPLETION DATE NB South 277th St to Green River Bridge WA State DOT $467,579 Mary Ann Redell 425 225-8725 8115 2015 Ashpalt Overlays City of Kent $1,066,044 Timothy LaPorte 253 856-5500 10/15 2015 Citywide Pavement Patch& City of Auburn $1,894.842 Jai Carter 253 804-5286 11/15 South 200th Link Extension Johansen Excavating $455.194 Mike Dysert 360 829-6493 EST 6116 2014 Citywide Pavement Patch& City of Auburn $1,584,113 Jai Carter 253 804-5286 11/15 Runway 16C134C Reconstruction Scarsella/Acme JV $5.418,800 Dan Rivera 253 872-7173 11/15 Auburn Northcreek Poe Construction,Inc $247,812 Wayne Williams 253 939-2400 EST 6/16 South Park Industrial Terminal SEACON,LLC $2.301,498 Eric Reese 425 837-9720 5/15 Green River Filtration Project MidMountain Contractors $555,566 Greg Lovinger 425 202-3600 2/15 DCT Fife 45 Bldgs A&B Northway Construction $201,442 Jason Vandenberg 253 735-8100 3/15 Renwood Apartments Tarragon,LLC $203,657 Dave Henline 253 863-6200 10/14 2014 Asphalt Overlay Project City of Federal Way $1,508,128 Jeff Huynh 253 835-2526 8/14 Stewart Road/Thomton Ave City of Pacific $2,941,127 James Morgan 253 929-1100 EST 12115 2014 Asphalt Overlays City of Kent $1,606,003 Timothy LaPorte 253 856-5500 12114 136th Ave&Valentine Ave SE City of Sumner $12,411.555 Ted Hill 253 299-5703 EST.9116 South 188th Street Overlay City of SeaTac $730,407 Tod Khlevnoy 206 973-4800 11/13 West Valley Highway Preservation City of Auburn $924,114 Seth Wickstrom 253 804-5034 11113 East Valley Hwy Resurfacing Phase 2 City of Sumner $594.385 Ted Hill 253 299-5703 10113 Transportation Gateway Project SCI Infrastructure,LLC $607.250 Mark Scoccolo 206 242-0633 6/14 "M"Street Grade Separation Scarsella Brothers Inc $617,268 Mike Wilson 253 872-7173 10113 2012 Overlay Project City of Tukwila $974,259 Robin Tischmak 206 433-0179 9/12 2012 Local Street Pavement SCI Infrastructure.LLC $216,850 Mark Scoccolo 206 242-0633 5/13 Reconstruction East Valley Hwy Resurfacing City of Sumner $1,258,003 Ted Hill 253 299-5703 9112 Greenwood Ave North Gary Merino Construction $644.155 Brian Smedley 206-762-9125 03/10 DC/KSP Pavement Rehab The Boeing Company $735,250 Rock Moug 206-9994139 12110 Stewart Rd Improvements Goodfellow Brothers $962,534 Mark Kaveny 425-432-2202 09/10 2009 Arterial&Collector Pave City of Auburn $1.387.819 Seth Wickstrom 253-261-2202 6/10 Southcenter Parkway Extension Scarsella Brothers Inc $2,078,828 Bob Scarsella 253-872-7173 7112 Runway 15133 Resurfacing City of Renton $3.792.826 Ryan Zulauf 425430-7471 10/09 Auburn Airport Taxiway City of Auburn $2,461,430 Don Barclay 425-741-3800 09/09 1-40515 to SR-169 Stage 2 Widening 1-405 Corridor Design Bldrs $2.136,464 Chad Webley 425-496-2021 03/11 SR-181 James St to S 180th St Paving WA State DOT $2,827,036 Joshua Cheatham 253 872-2958 08108 Rehabilitation of Taxiway Bravo King County $9,567,000 Victor Daggs 206-423-1063 12/08 1st Ave S Improvement Project Frank Coluccio Construction $1.592,334 John Mark 206-793-1070 10/08 2007 Asphalt Overlay City of Kent $1,342,115 Paul Kuehne 253-856-5543 10107 2007 South County Overlay King County $4,816,110 Robert Lee 206-205-5231 10107 2007 Auburn Citywide Overlay City of Auburn $990,545 Seth Wickstrom 253-804-5086 12107 2007 Arterial Asphalt Resurfacing City of Seattle $891.515 Robert Joyner 206-615-1557 10107 SR509 to 1-5/1-405 Widening Tri-State Construction $1.463,428 Tim Hayner 425455-2570 05/09 "C"St NW Road Improv CP0601 City of Auburn $696,960 Mike Kamenzind 253-804-5083 11106 So.160th St Loop Ramp Mowat Construction Co $5,000,270 Geno Jorgensen 425-398-0205 01109 Terminal 7 Redevelopment Port of Tacoma $10,333.500 Doug Saathof 253-383-9456 12105 Terminal 115 Upland Pavement Repair SCI Infrastructure,LLC $1,402,330 Dave Jorgenson 253-218-0444 10/06 2005 Asphalt Overlays City of Kent $692,950 Pete Tenerelli 253-859-5543 09/05 2005 Citywide Asphalt Overlays City of Auburn $647,274 Seth Wickstrom 253-804-5086 11/05 2005 South King County Overlays King County $3,360,452 Paul Moore 206-423-1081 11105 1-182 to Columbia Center I/C WA State DOT $30,473,330 Moe Davad 509-222-2402 08107 Pierce Cnty Line To Tukwila Stage 4 WA State DOT $35,846.819 Mark Sawyer 425-649-4429 08M7 1-5 to No.Central Ave WA State DOT $1,769,199 Mark Sawyer 425-649-4429 05/05 Fed Way S 317th Street WA State DOT $22,441.120 John Chi 206-764-6444 01106 Bremerton Airport Runway Port of Bremerton $3.361,970 Fred Salisbury 360-674-2381 10/05 2004 So County Overlays King County $1.909,088 Robert Lee 206-205-5231 11104 KCIA Runway 13RI31L Gary Merlino Construction $1,310,774 Jody Robinson 206-762-9125 09/05 2004 Runway Improvement City of Auburn $728,823 Larry Dahl 253 804-5082 09/04 ICON Materials was formed 04/90/98 to purchase the assets&continue the operations of M.A.Segale.Inc.,a WA corporation since 1960. PrequaASample List Asphalt Proj(Rev.1 Ill 5) ICON Materials(dba of CPM Development Corporation) SAMPLE LISTING OF MAJOR PROJECTS,Thru-2015 OWNERIGENERAL ENGINEER NAME/ AMT1 COMPLETION NAME/LOCATION PROJECT NAMEILOCATION LOCATION CLASS OF WORK FINAL AMT DATE CONTACT City of Auburn $1,894,8421 Jai Carter Auburn,WA 2015 Citywide Pavement Patch Asphalt Paving, $ 11115 253 804-5286 City of Kent $1,066,044/ Timothy LaPorte Kent,WA 2015 Asphalt Overlays Asphalt Paving, $ 11115 253 856-5500 City of Auburn $1,584,1131 Jai Carter Auburn,WA 2014 Citywide Pavement Patch Asphalt Paving, $1,669.853 8/15 253 804.5286 Scarsella-Acme JV $5.418,8001 Dan Rivera Seattle,WA Runway 16CI34C Reconstruction Asphalt Paving $ 11115 253 872.7173 Grading,UVIties, City of Sumner Parametrix Concrete,Electrical Ted Hill Sumner,WA 136th Ave E/Valentine Ave Se Corridor Puyallup,WA (Signals) $12,411,555 Estimated 9/16 253299.5703 Excavation,Sawcul, Paving, Shoring,Utilities, Gregg Takamurs Catherine McIntosh DeWatering $1.919,8851 PE Port of Tacoma OCT/NIMISIM Strom Water Improvemei Part of Tacoma d Filtration $2,344,757 5115 253 592-6214 Excavation,Sawcut, Paving, Shoring,Utilities, Nathan Watson DeWatering,Percast $1,949,4801 Tyler Symbol PE Port of Seattle Terminal 46 Slarmwater Improvements Port of Seattle Water Treatment Vault $2,245,051 8/15 206 787-3177 Grading,Utilities, City of Pacific, Gary Richardson Concrete,Electrical James Morgan Pacific,WA Stewart Rdlrhomton Ave Improvement City of Pacific (Signals) $2,941,127 Estimated 12115 253 959-1115 ixcavaton,concrete, City of Kent, Chad Bieren Utilities,Paving,Grading, $1,606,0031 Tmothy LaPorte Kent,WA 2014 Asphalt Overlays City of Kent Grinding $1,090,803 4/15 253 856.5500 Paving,Grading,Uhlties, Highpoint St to SR410 G L McKee Concrete,Electrical $2.139.1751 Hien Trinh Washingtcin State DOT Watson St Olympia,WA (Signals) $1,956,070 3115 206 768.5600 Excavation,Concrete, City of Federal Way 2014 Overlay Project Jeff Huynh Utilities,Paving,Grading, $1.508,1281 Jeff Huynh Federal Way,WA Various Locations 253835.2721 Grinding $1,396,569 3115 253835.2721 City of Sumner Parametrix Paving, $1,043.1661 Matt Kastberg Sumner,WA Puyallup Street Outfall Retrofit Puyallup,WA Grading $1,112,151 1/15 253 604.6600 Targa Sound Terminal Targa Tank Farm Phase 2 Norwest Engineering $2.709.1401 Mike Lonsford Port of Tacoma Port of Tacoma Portland,OR Site Development,Utilities $3,177,779 2116 253 627-8155 Excavation,Utilities, Cityof Sumner City of Sumner Paving, $468,3851 Ted Hill Sumner,WA East Valley Hwy Resufacing-Phase 1 Sumner,WA Grading $603,245 10/13 253 299.5703 City of Tacoma City of Tacoma $2,513.4411 Mike Bell Tacoma,WA Tacoma Landfill Stage 3 Tacoma,WA Site Development,Utilties $2,700,243 11/13 253 591.5304 The Boeing Company The Boeing Company Excavation,Grinding, $367,7871 Rock Moug Kent,WA Kent Site Paving Kent,WA Grading,Paving $374,987 11/13 206-657-0867 Paving,Grinding,Grading The Boeing Company DC Capital Pavement The Boeing Company ,Concrete,Electrical $623.3711 Roger Cecil Tukwila,WA Improvement Tukwila,WA (Loops) $1,018,117 11113 206 351-1744 City of Renton Taxiway B System Rehabilitation City of Renton Grade,Drainage.Paving $4.986.6891 Jonathan Wilson Renton,WA South Renton,WA Electrical(Lighting) $6,361,161 1/15 425430-7477 Targa Sound Terminal Targa Tank Farm Phase 1 Norwest Engineering $1,406,7911 Mike Lonsford Port of Tacoma PortofTacoma Portland,OR Site Development,Utilities $2,084632 1113 253627-8155 City of Renton City of Renton $2,159,328/ Jonathan Wilson Renton,WA Taxiway B System Rehabilitation Renton,WA Grade,Drainage,Paving $2,269.893 7113 425 430-7477 Co Tacoma Water $6,707,9801 Tom Peterson Seattle,WA Green River Filtration Facility Ravensdale,WA Site Development,Utilities $10,432.716 5115 206 286.6697 Paving, City of BonneyLake Shea carr Jewell Grading,Storm Sewer $1,548,7391 John Woodcock Bonney Lake,WA SR4101Main St/Sky Island Or Olympia,WA Electrical(Signals) $1,677,611 11113 253 447-4336 Peg.1 P—i..rPfvl List MalNq wLant h 1R—1/1<I [CON Materials(dba of CPM Development Corporation) SAMPLE LISTING OF MAJOR PROJECTS,Thru.2015 OWNER/GENERAL ENGINEER NAME/ AMT/ COMPLETION NAME/LOCATION PROJECT NAMEILOCATION LOCATION CLASS OF WORK FINAL AMT DATE CONTACT City of Maple Valley SR 169 Maple Valley Roadway City of Maple Valley Excavating,Grade,Paving $2,875,685/ Dan Mattson Maple Valley,WA Improvements Maple Valley,WA Electrical(Signals) $2,572,300 5113 425413-8800 City of Renton South Lake Washington Roadway City of Renton Excavating,Grade,Paving $1,797,891/ James Wilhoit Renton,WA improvements Renton,WA Electrical(Signals) $1,927,114 9113 425 430-7319 City of Federal Way 1-5 South Bound 320th St City of Federal Way Demo,Excavating, $2,639,427/ Brian Roberts Federal Way,WA Off Ramp Federal Way,WA Asphalt Paving $2,319,491 5112 253 261-3843 WA State DOT WA State DOT $1,059,873/ Rumina Suafoa Olympia,WA Fife Vicinity Paving Olympia,WA Asphalt Paving $1,059,873 10111 253 534-3101 The Boeing Company DCJKSP Pavement Rehab The Boeing Company Concrete&Asphalt $732,2501 Rock Moug Kent,WA Kent,WA Kent,WA Replacement $857.472 02111 206-657.0867 AECOM Technical Demo,Excavating,PCC& Service RepairlReplace Runway 05123 PBS&J Asphalt Paving,Electrical $12,976,903/ Lea Ann Scholfield Spokane,WA Fairchild Air Force Base Nashville,TN Systems/Lights $14.834.934 10111 714-689.7194 Demo,Excavating,PCC& Port of Portland Runway 10R-28L Rehabilitation HNTB Corporation Asphalt Paving,Electrical $43,288,6951 Christine Edwards Portland,OR Portland International Airport Bellevue,WA Systems $39,776,DOD 10/11 503415-6395 King County Taxiway Alpha Rehabilitation& URS Demo,Excavating, $16,477,6101 Mark Bergam King County Intl Airport Related Work Seattle Asphalt Paving $18,373,008 1/13 206-296-7380 WA State DOT I-9D C/N 7971 WA State DOT $14,807.102/ Bill Preston Olympia,WA Lk Easton Vic to Big Crk Vic EB Olympia,WA Excavating,Grade,Paving $15,715.71D 10/13 509-577.1811 Uemo,t_xcavaung, Port of Bellingham Rehab Runway 16-34 URS Asphalt Paving,Electrical $26,341.9551 John Hergesheimer Bellingham,WA Bellingham Intl Airport Seattle,WA Systems $27.438.011 07/11 360-676.2500 City of Renton Runway 15133 Resurfacing URS Asphalt Paving,Electrical $3,792,8261 Ryan Zulauf Renton,WA City of Renton Seattle,WA Systems $3,625.084 10109 425430-7471 City of Auburn Auburn Airport Taxiway Reid Middleton Asphalt Paving,Electrical $2,258,1931 Dan Barclay Auburn,WA City of Auburn Everett,WA Systems $2,143,809 09/09 425 741-3800 14D5 Corridor Design Bldr 1-405 I5 to SR-169 Stage 2 WA State DOT $2,136,4641 Chad Webley Renton,WA Widening Design Build Olympia,WA Asphalt Paving $2.233.868 03111 425.496-2021 Port of Seattle Runway 16L-34R Reconstruct Port of Seattle Engineers Excavatlng,Grade,Pave, $48,438,6211 Stephanie Alexander Sea Tac Inrl Airport MC 0315944 Seattle,WA Electrical Signals $51,600,703 10109 206 787-4092 Excavating,Grade,Pave, WA State DOT SR 9D0 C1N 7553 WA State DOT Walls,Electrical $19,354,2871 Dave Lindberg Olympia,WA SE 78th to Newport Olympia,WA Signals/Loops 19,265,715 10110 208.521.5624 WA Slate DOT SR 161 C1N 7563 WA State DOT Mark Sawyer Olympia,WA SR-167 Eastbound Ramp Olympia,WA Grade,Drainage,Paving $2.191,620 11/08 425-649-4429 Asphalt Overlay and King County Rehab of Taxiway Bravo URS Paved Shoulders,Electrical Victor Daggs Seattle,WA C00248C07 Seattle,WA Signals $9.567.000 12/08 206-423-1063 WA State DOT SR-181 CM 7480 WA Stale DOT Joshua Cheatham Olympia,WA James St to S 1801h St Olympia,WA Paving Oveday,Drainage $2,827,036 8108 253872-2958 Rehab Asphalt Runway Pave Port of Olympia Runway 17-35 C1N 2008-M Port of Olympia Engineer and Drainage.Electrical Kevin Dragon Olympia,We Line of Sight Improvement Olympia,WA Signals $4,746,408 10108 360528.8022 Billflngerrrri-State JV 1.405 Widening Design Build WA State DOT James Glaig Bellevue,WA 1.405.15 to SR 167 Olympia,WA Asphalt Paving $3,914.999 11)09 425.455.2570 Earthwork,Grade,Drainage, Port of Seattle 3rd Runway 2007-08 Constr Port of Seattle Engineers Concrete Runway Pave, Seattle.WA POS C1N MC0314114 Seattle,WA Asphalt Pave,MSE Wall, Stephanie Alexander Electrical Signals S81,886,477 03109 206-787-4092 Page 2 Pr WP,q List My Nq wCwn ft (Rev.1r14) ICON MATERIALS (dba of CPM Development Corporation) CONSTRUCTION EXPERIENCE OF PRINCIPAL INDIVIDUALS Years of Name Position Type of Work Experience Rob Meidinger General Manager/VP Construction 19 Dave Basinger Operations Manager Construction 18 Scott Droppelman Paving Division Manager Construction 30 Chuck Johns EHS Manager Construction 16 Kenny Marsh Safety&Claim Admin Mgr Construction 15 Tim Shearer Production /QC Manager Construction 39 Gary Babick Grade/Pave Lead Super. Construction 41 Bill Johnson Construction Superintendent Construction 27 George Reynolds Paving Superintendent Construction 38 4 1-13 ICON Materials (dba of CPM Development Corporation) Major Equipment Detailed List Qty Description Model Model Yr Age Condition 10 3 Axle Pup Trailer Peerless 1991 20 Good Own 4 3 Axle Pup Trailer Transfer Reliance 2007 4 Good !Own 4 3 Axle Pup Trailer Transfer Reliance 2006 5 Good ;Own 2 '3 Axle Pup Trailer Transfer Reliance 2005 1 6 Good Own - - -- - -- 2 13 Axle Pup Trailer Transfer Sturdyweld 2012 3 Excellent Own 3 l4 Axle Pup Trailer Sturdyweld 2006 5 Good Own 1 {Booster w/Pintle Hitch Superior 2010 1 Excellent Own ----------- 1 Detachable Lowboy Trailer Superior 2010 1 Excellent_ Own 2 4 Axle Flowboys Red River 1998 13 Good Own 1 Bottom Dump - - Trail King 1995 16 Good Own 1 Bottom Dump Trail King 1994 17 Good Own Bottom Dump - �Trail King 1 2007 1 4 Good Own 1 il 2 Side Dumps Trail King 2007 4 Good (Own 1 Grove Hyd Crane 40 Ton RT740 1980 31 Good I Own mco - - - - - - � - - - ._ 1 Pettibone H d Crane 35 Ton RI-35 1976 35 Good :Own 1 T Sweeper 6006AH 2007 4 i-y p Good Own 1 CAT Dozer D9T 2012 New Excellent Own -- - J -- -- --- I- --- -- 2005 7 (IExcellent ,Own 1 John Deere Dozer 650JLG 450.1 LGP 2008 6 Excellent lown 1 JD Loader 824K 2011 New (Excellent Lease 2 CAT Loaders 980K 2012 NEW Excellent Lease -- - - - -Excellent 1 CAT Loader 972G 2000 14 ,Good ,Own -1 ---,,JD Backhoe Landscraper 21OLE 1998 13 !Good ---_-(.Own 2 CAT Off-Hwy Dump Trucks 773B 1993 18 (Good Own 1 CAT Off-Hw Dum Trucks -- -- 773B 1990 - ---- - y p - 21 (Good jown 1 I CAT Off-Hwy Dump Trucks 773E 1981 30 Good Own 1 CAT Off-Hwy Dump Trucks 773E 2003 9 !Good Own 1 CAT Graders 14M 2011 New Excellent Own 1 'CAT Grader 140H 2O04 1 7 Excellent Own 1 CAT Grader 1 14G - 1985 26 Good Own 1 Rahco Grader IRahco 2004 7 Excellent Own H +-7 Page 1 Major Items Equipment Detailed List 3.14.11 Qty Description Model Model Yr Age lCondition -- 1 Hitachi Mini Excavator 50ZTS 2005 I 6 ,Very Good ,Own - - 70 Maint. &Operation Vehicles Various New-16 I -Excellent Own 1 Freightliner Dump Truck FLD/TM 2005 6 (Good Own 5 Freightliner Dump Truck FLD/TM 2006 5 lGood Own 4 Freightliner Dump Truck FLD/TM 2007 4 Good !Own 1 Kenworth Dump Truck T8006 1997 14 Good Own 1 Mack Dump Trucks RD688S 1998 13 Good Own 2 Western Star Dump Trucks �49F/TM j 2012 New Excellent Own 2 Western Star Tractors 49S/DS 2007 4 Good Own 2 Western Star Lowboy Tractors �4900SA 2010 2 Excellent Own 2 International Distributors IBearcat 1995 16 Good Own 1 Road Widener Midland 2006 5 IVery Good Own 1 CAT Paver AP1005E 2012 New Excellent Own 'CAT Paver AP1005D 2008 3 Excellent Own 1 CAT Paver - - AP555E 2010 2 Excellent Own 2 i',CAT Grade Rollers CS563C 1995 16 jGood Own 1 Hypac Pneumatic Roller C560B 2001 10 Good_ Own 1 Writgen Milling Machine W120OFT 2001 10 Very Good Own 5 Truck Scales&(2 Portables) 30 to 150_To_n Excellent Own 1 Auburn Asphalt Plant I Gencor Very Good Own _1 Seattle Asphalt Plant stanSteei/Gencor Very Good Own 1 Complete Crushing Plant 300-1200 TPH Excellent JOwn 1 Cat Excavator 345D 2011 New Excellent IOwn 1 Cat Excavator 336D 2011 New 'Excellent Own 1 Cat Excavator 320D 2011 New Excellent Own 1 Cat Loader 972H 2O11 New Excellent Own -I - ) -- - -- - - - ! - 2 CAT AC Rollers 224B 2007 6 ,Good Own i 1 CAT Roller{15 Ton C654 2012 2 !Good Own 1 CAT Roller(20 Ton) CB64 2011 3 Excellent Lease 3 Excellent Lease 2 ) CAT Roller{10 Ton CB434D 2011 - --- - 305E 2013 1 Excellent Own - 1 CAT Mini Excavator . , 2 3 Axle Tilt Trailers Dump Trk 1999 15 Good Own 1 2 Axle Lowboy Trlr ,Trail King 1999 15 Good Own 1 3 Axle Lowboy Trlr TrailKing 1999 15 I Good Own Page 2 Major Items Equipment Detailed List 3.14.11 i 4R m�•Pew'CwmKioRt CREDIT INFORMATION Name: ICON Materials,(dba of CPM Development Corporation) Legal Entity: CPM Development Corporation Subsidiary of: Oldcastle Materials,Inc. Business Started: Oldcastle Materials,Inc.established 1978 Federal I.D.No.: 91-1272258 Duns No. 02-733-6650 Legal Entity UBI No. 601 006 854 Managers: Rob Meidinger, General Manager/VP,ICON Materials(dba of CPM Development Corporation) Credit References: N.C.Machinery,PO Box 88786,Seattle,WA 98138 Contact: Credit Department,(Phone)425-251-5861 (Fax)425-251-6287 US Oil&Refining Company,PO Box 2255,Tacoma,WA 98401 Contact: Credit Department,(Phone)253-383-1651,(Fax)253-383-9970 Bank References: For ICON Materials For Oldcastle,Inc. Bank of America Bank of America Lois D.Marshall Larry Schaad,Vice President Atlanta Plaza Bldg 600 Peachtree St NE 1230 Peachtree,Suite 3800 Atlanta,GA 30308-2265 Atlanta,GA 30309 (404)607-5913 (404)249-6915 Terms: Monthly statements are requested. Further credit information may be obtained by writing the Company,attention Jeff Caviness,Accounting Manager, to the address below. ICON Materials(dba of CPM Development Corporation) Corporate Office 1508 Valentine Ave SE Pacific,WA 98047-2103 206-575-3200 Phone 206-575-3207 Facsimile ICONM**982CF An Equal Opportunity Employer 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g,, cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for incorne taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e,g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.,3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary), 6.2, Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this 17th day of—_February 2016. Name of Organization: ICON Materials (dba of CPM Development Corporation) By: Rob Meidinger Title: General Manager/VP 7.2 Rob Meidinger —, being duly sworn, deposes and says that the information provided herein is true and sufficiently complete k�k,dfjqot to be misleading, NN" 7.0110,10, Subscribed and sworn before me this 17th day of Februa Ellen Roth 70 Notary Public: 011, 5. Q to. 00 U My Commission Expires, 6/29/2016 6- 141111'��OF 2016 Asphak OverVays/Araucto 26 Febl-Uar-y 2, 2D16 Project Nwribers: 15-3001, 15-3003, 09-3006 e.� gWgp w Cad����`r�il�► �` s • ip'�j/y 3 7� t1 EY Ernst&Young Tax:+353 1 475 0555 Chartered Accountants fax:+353 1475 0599 Harcourt Centre eycom Building a better Harcourt Street working world Oubtln 2 Ireland Washington State Department of Transportation PO Box 47360 Olympia Washington 98504-7360 CRH pic-CPM Development Corporation and Subsidiaries(dba Central Pre-Mix Concrete Co., Inland Asphalt Company,Wenatchee Sand&Gravel,Central Washington Concrete Co.,ICON Materials,Central Pre-Mix of Oregon,interstate Concrete&Asphalt Company,Salem Road& Driveway,River Bend Sand&Gravel,Valley Concrete&Gravel,Egge Sand&Gravel,Klamath Pacific Company, KP Construction,Pave&Seal,Eugene Sand&Gravel,Bandon Concrete& Development,Green&White Rock Products,Viking Redl-Mix,Eugene Fleet Repair Co., Eugene Sand Construction Inc,Eire Corporation) Year ended December 31,2014 Dear Sir. We act as independent auditor to CRH pic ("the Company"). a company incorporated In the Republic of Ireland. We confirm that the attached Consolidated Income Statement, Consolidated Statement of Comprehensive Income, Consolidated Balance Sheet and Consolidated Statement of Cash flows have been correctly extracted from CRH pic's full consolidated financial statements as of and for the year ended December 31, 2014 prepared in conformity with International Financial Reporting Standards as adopted by the European Union on which we expressed an unqualified audit opinion In accordance with International Standards on Auditing(UK and Ireland)Issued by the Auditing Practices Board on February 25, 2015. The Consolidated Income Statement, Consotldated Statement of Comprehensive Income, Consolidated Balance Sheet, Consolidated Statement of Cash Flows and consolidated financial statements of CRH plc are solely the responsibility of the directors of CRH plc. The separate financial information Included in respect of CPM Development Corporation and Subsidiaries has been presented for the purposes of additional analysis and is also the responsibility of the directors of CRH pic. it has been extracted from the consolidation returns prepared for CPM Development Corporation and Subsidiaries in conformity with International Financial Reporting Standards as adopted by the European Union for inclusion in CRH plCs consolidated financial statements'. Such separate financial Information as of and for the year ended December 31, 2014 has been subjected to the auditing procedures applied in the context of our audit of the 2014 consolidated financial statements of CRH plc taken as a whole and is not therefore a separate component of CRH plc's consolidated financial statements. Our audit of the consolidated financial statements of CRH plc Is carried out, In accordance with International Standards on Auditing(UK and Ireland)issued by the Auditing Practices Board,in compliance with our statutory obligations and is subject to a separate engagement letter. Our audit report is intended for the sole benefit of the shareholders of CRH plc as a body,to whom it Is addressed, and Is laid before the Company's annual general meeting along with the CRH pIc consolidated financial statements. For practical purposes the separate financial Informatlon Included herein in respect of CPM Development Corporation and Subsidiaries does not Include an allocation for a non-cash charge(and related deferred tax effect)In relation to IFRS 2,Share-based Payment. In addition,the tax charge has been calculated using a composite convenience rate of 39.4%. representing the aggregate of a 35% federal tax charge and a calculated average 4.4%state tax rate. vBerylrn.L CmarletoL t]nitt5 G Dee4Da.O fnitGeratq G ltarmarl.J Nlpgin2 FC[A,N tlodpson.t xaaN.M Neane.K Ke1xY.f ttlF/nrnte.8 Ma4uire.E lAacttarans.t McCall JMtCormuc(n FCCA F McNft.C Murphy,F 07feefxe FCCA.A 0'L"FCCA.P 0W6J,M Pural.Douhun,G Retd.N SIR,,US CPA,R TI„nan,M Treary,n venner,A Wallace. The IrM Ilan Emst It YWM Is a member practice of Emst It Younp 6t01e1 Lkhaild.A xs iufharised my OR autxtute of Chartmed Accountants In Ireland to carry an drieltawt Dusfaea N the Republic of lrgl nit. EY Bulk9no better ww"world Our audit of the consolidated financial statements of CRH plc Is not planned or conducted to address or reflect matters in which anyone other than such shareholders as a body may be Interested. We and our employees shall have no liability whether In contract, negligence or otherwise to the Washington State Department of Transportation or any other third parties In relation to our audit of the financial statements of CRH plc. Our report as set out herein is confidential to the addressee of this letter and Is provided solely for the purposes of your assessment of CPM Development Corporation and Subsidiarles' compliance with the terms of your proposal for qualification application. It should not be made available to any other party without our written consent. �rQ � Ernst&Young Dublin March 11,2015 INDEX CRH pic SUMMARY FINANCIAL INFORMATION YEAR ENDED DECEMBER 31, 2014 Page Consolidated Income Statement 1 Consolidated Statement of Comprehensive Income 1 Consolidated Balance Sheet 2 Consolidated Statement of Cash Flows 3 Note to Summary Financial Information 4 CPM Development Corporation and Subsidiaries SUMMARISED FINANCIAL INFORMATION YEAR ENDED DECEMBER 31, 2014 Consolidated Profit and Loss Account 5 Consolidated Balance Sheet 6 Note to Summarised Financial Information 7 Consolidated Income Statement for the financial year ended 31 December 2014 2014 2013 Notes em en 1 Revenue 18,912 18,031 2 Cost of sales (13r427) (13,163) Gross profit 8,486 4,678 2 Operating costs i4,888} (4,778) 1.3.5.6 Group operating profit 917 100 1.4 Profit on disposals i 77_ 26 Profit before finance costs 994 128 8 Finance costs (264) (262) 8 Finance Income 8 13 8 Other financial expense (42) (48) 9 Shane of equity accounted investments'profit/(loss) 55 (44) 1 ProfW(ioss)before tax 761 (215) 10 Income tax expense (177) (80) Group profit/(loss)for the financial year 6" Profitl(loss)attributable to: Equity holders of the Company 582 (296) Non-controlling Interests 2 1 Group profMinse)for the financial year 12 Basic eamingst(loss)per Ordinary Share 76.9c �4 12 Diluted eamingsl(loss)per Ordinary Share 78.8c 40.6c All of the results relate to continuing operations. Consolidated Statement of Comprehensive Income for the financial year ended 31 December 2014 2014 2013 Notes Fie €n Group profitl(loss)for the financial year 584 _ (295) Other comprehensive income items that may be radessr7ited to profit or loss in subsequent years. Currency translation effects 599 (373) 24 Losses relating to cash flow hedges (6) (2) 593 (375) items that will not be reclassfBed to proof or loss in subsequent years: 27 Remeasurement of retirement benefit obligations (414) 162 10 Tax on items recognised directly within other comprehensive income T^ Be (43) (346) 119 Total other comprehensive income for the financial year 246 (256) Total comprehensive income for the financial year 032 Attributable to: Equity holders of the Company 830 (552) Non-controlling interests 2 Total comprehensive income for the financial year 0 N.Hartery,A.Manifold,Directors 1 r C Consolidated Balance Sheet as at 31 December 2014 2014 2013 Notes em Fin ASSETS Noncurrent assets 13 Property,plant and equipment 7,422 7,539 14 Intangible assets 4,173 3,911 15 Investments accounted for using the equity method 1,329 1,340 15 Other financial assets 23 23 17 tither receivables 85 93 24 Derivative financial instruments 87 63 26 Deferred income tax assets 171 107 Total non-currentassefs 13,290 13,076 Current assets 16 Inventories 2,280 2,254 17 Trade and other receivables 2,644 2,516 Current income tax recorrerable 15 26 24 Derivative financial instruments 16 17 22 Cash and cash equivalents 3,262 2,540 4 Assets hold for sale 531 Total current assets 81727 7.363 Total assets 22,017� �20.4299 EQUITY Capital and reserve;attributable to the Company's equity,holders 26 Equity share capital 263 251 28 Preference share capital 1 1 28 Share premium account 4,324 4,219 28 Treasury Shares and own shares (76) (116) Other reserves 213 197 Foreign currency translation reserve 57 (542) Retained income SAN 5,654 10,177 9,662 Non-controlling interests 21 24 Total equity 10,198 ON LIABILITIES Noncurrent liabilities 23 Interest-bearing loans and borrowings 6,419 4,579 24 Derivative financial instruments 3 34 26 Deferred income tax liabilities 11305 1,166 18 Other payables 257 289 27 Retirement benefit obligations 711 410 25 Provisions for liabilities 267 231 Total non-current liabilities 7,952 6,709 Current liabilities 18 Trade and other psyables 2,894 2,764 Current Income tax liabilities 154 151 23 Interest4*aring loans and borrowings 447 961 24 Derivative financial Instruments 20 19 25 Provisions for liabilities 139 149 4 Liabil'eties associated with assets classified as held for sale 213 Total current liabilities 3,067 4,034 Total liabilities 11,819 10,743 Total equtty and liabilities 20,429 N.Hartery,k Manifold,Directors 2 Consolidated Statement of Cash Flows or the financialyear ended 31 December 2014 2014 2013 Notes ern Ee Cash flows from operating activities Profit/(loss)before tax 761 (215) 8 Finance costs(net) 268 297 9 Share of equity accounted Investments'result (55) 44 4 Profit on disposals (M L26) Group opereeng profit 917 100 2 Depreciation charge 631 671 2 Amortlestion of Intangible assets 54 2 Impairment charge 49 660 7 Share-besed payment expense 1s 15 Other(primarily pension payments) (66) (96) 19 Net movement on working capital and provisions 35 77 Cash generated from operations 116Zs 1,471 Interest paid(Including finance leases) (262) (269) Corporation tax pail! (1Z7) (110) Not cash Inflow from opersting activities 11237 1,092 Cash flows from Investing activitles 4 Proceeds from disposals 346 122 Interest received a 13 Dividends received from equity accounted investments 30 33 13 Purchase of property,plant and equipment (435) (497) 30 Acquisition of subsidiaries(net of cash acquired) (151) (336) 15 Other investments and advances (3) (78) 19 Deferred and contingent acquisition consideration paid (26) (105) Net cash outflow from Investing activities 123Z1 (me) Cash flows from financing activities Proceeds from exercise of share options 22 19 Acquisition of non-controlling interests (1) (13) increase In Interest-bearing loans,borrowings and finance teases 901 1,491 Net cash lbw arising from derivative financial instruments (11) 64 28 Treasury/own shares purchased (6) Repayment of interest-bearing loans,borrowings and finance leases (934) (588) 11 Dividends paid to equity holders of the Company (363) (387) 11 Dividends paid to non-controlling interests (4) (1) Net cash(outffowuinftow from financing activities 1380) 601 Increase In cash and cash equivalents 625 845 Reconciliation of opening to closing cash and cash equivalents Cash and cash equivalents at 1 January 2,640 1,747 Translation adjustment 130 (52) Increase In cash and cash equivalents 026 845 22 Cash and cash equivalents at 31 December 2.540 Reconciliation of opening to closing net debt Net debt at 1 January (2,973) (2,909) 30 Debt In acquired companies 17) (44) 4 Debt in disposed companies 17 Increase in interest-bearing loans,borrowings and finance leases (801) (1,491) Net cash flow arising from derivative financial Instruments 11 (64) Repayment of Interest-bearing loans,borrowings and finance leases 934 586 Increase in cash and cash equivalents 625 845 Mark-to-market adjustment (3) 10 Translation adjustment (17S) 77 20 not debt at 31 December N.Hartery,A.Manifold,Directors 3 CRH plc Note to Summary Financial Information December 31, 2014 Note i The preceding financial Information has been extracted from the consolidated financial statements of CRH plc as of and for the year ended December 31, 2014 prepared in accordance with international Financial Reporting Standards as adopted by the European Union and on which the auditor, Ernst & Young, Dublin, Ireland, expressed an unqualified audit opinion on February 25, 2015. it does not constitute "full group accounts" financial statements as defined in Regulation 40(i)of the European Communities(Companies: Group Accounts)Regulations, 1992. Copies of the full financial statements of CRH plc as of and for the year ended December 31,2014 will be sent to shareholders in April 2015 and will In due course be lodged with the Irish Stock Exchange and filed with the Registrar of Companies in Ireland. The consolidated financial statements of CRH pic as of and for the year ended December 31, 2013 on which Ernst & Young Dublin Ireland issued an unqualified audit opinion have already been filed with the Registrar of Companies in Ireland. 4 CPM Development Corporation and Subsidiaries (Ultimately a Wholly Owned Subsidiary of CRH pic, a Republic of Ireland Corporation) Consolidated Profit and Loss Account Year ended December 31, 2014 (U.S. dollars in thousands) Net safes $282,152 Cost of sales (181,251) Gross profit 200,901 Selling, general and administrative expenses (86,169) Operating profit 14,732 Other income(expense); Interest expense (4,675) Other income, net 2,862 Total other expense (1,813) Profit before income taxes 12,919 Provision for income taxes (51090) Net profit 5 7,829 5 r CPM Development Corporation and Subsidiaries (Ultimately a Wholly Owned Subsidiary of CRH plc, a Republic of Ireland Corporation) Consolidated Balance Sheet December 31, 2014 (U.S. dollars in thousands, except per share) Assets Current assets: Cash and cash equivalents $ 2,507 Trade and other receivables, net 32,567 Inventories, net 22,184 Total current assets 57,258 Property, plant and equipment, gross 334,317 Less:Accumulated depreciation (161,042) Property, plant and equipment, net 173,275 Goodwill 63,425 Other assets 332 Total assets $294,290 Liabilities and stockholder's equity Current liabilities: Accounts payable, accrued expenses and other liabilities $ 35,011 Total current liabilities 35,011 Other liabilities 1,598 Due to parents and affiliates 9,475 Stockholder's equity: Common stock, at nil par value; 100,000 shares authorized;38,578 shares issued and outstanding Additional paid-in capital 89,485 Retained earnings 158,721 Total stockholder's equity 2489206 Total liabilities and stockholder's equity $ 294,290 6 CPM Development Corporation and Subsidiaries Note to Summarised Financial Information December 31, 2014 Note 2 The preceding financial information has been extracted from the consolidation Information for CPM Development Corporation and Subsidiaries,as of and for the year ended December 31,2014,as prepared in conformity with International financial Reporting Standards as adopted by the European Union for the purposes of Inclusion In the consolidated financial statements of CRH picz. 2 For practical purposes the separate financial information included herein in respect of CPM Development Corporation and Subsidiaries does not include an allocation for a non-cash charge(and related deferred tax effect) in relation to IFRS 2, Share-based Payment. In addition, the tax charge has been calculated using a composite convenience rate of 39.4%,representing the aggregate of a 35%federal tax charge and a calculated average 4.4% state tax rate. 7 Ofts Ernst 8 Young tel:+353 1 475 0555 ChartMy ered Accountants Fax:+353 1 475 0599 Harcourt Centre eycom Building a better Harcourt Street working world Duhlln 2 Ireland Washington State Department of Transportation PO Box 47360 Olympia Washington 98504-7360 CRH Pk-CPM Development Corporation and Subsidiaries(dba Inland Asphalt Company;ICON Materials;and interstate Concrete&Asphalt Company) Year ended December 31,2014 Dear SIr/Madam, We act as Independent auditor to CRH plc ("the Company"), a company Incorporated in the Republk of Ireland. We confirm that the attached Consolidated Income Statement, Consolidated Statement of Comprehensive Income,Consolidated Balance Sheet and Consoiidated Statement of Cash Flows have been correctly extracted from CRH pies fWl consolidated financial statements as of and for the year ended December 31, 2014 prepared in conformity with International Financial Reporting Standards as adopted by the European Union on which we expressed an unqualified audit opinion In accordance with International Standards on Auditing(UK and Ireland)Issued by the Auditing Practices Board on February 25, 2015. 'rho Consolidated Income Statement, Consolidated Statement of Comprehensive Income. Consolidated Balance Sheet, Consolidated Statement of Cash Flows and consolidated financial statements of CRH plc are solely the responsibility of the directors of CRH plc. The separate financial Information included in respect of CPM Development Corporation and Subsidiaries has been presented for the purposes of additional analysis and is also the responsibility of the directors of CRH pk. It has been extracted from the consolidation returns prepared for CPM Development Corporation and Subsidiaries in conformity with Internaftwi Financial Reporting Standards as adopted by the European Union for inclusion In CRH pies consolidated financial statements'. Such separate financial information as of and for the year ended December 31,2014 has been subjected to the auditing procedures applied in the context of our audit of the 2014 consolidated financial statements of CRH pic tauten as a whale and is not therefore a separate component of CRH plces consolidated financial statements. Our audit of the consolidated financial statements of CRH pit Is carried out,in accordance with International Standards on Auditing(UK and Ireland)issued by the Auditing Practices Board,In compliance with our statutory obligations and Is subject to a separate engagement letter.Our audit report is intended for the sole benefit of the shareholders of CRH plc as a body,to whom it is addressed, and is laid before the Company's annual general meeting along with the CRH pic consolidated financial statements. ' For practical purposes the separate financial information included herein in respect of CPM Devetopmeat Corporation and Subsidiaries does not include an allocation for a non-cash charge(and related deferred tax effect)in relation to IFRS 2,Sharn-based PSyrrrent In addit€on.the tax charge has been calculated using a composite convenience rate of 39.4%, representing the aggregate of a 35% federal tax charge and a calculated average 4.4%state tax rate. V Bergin,L CA„ieton,DWI,G Deegan D ryaGerab.G Harmon J w49i13 MCA,N RMOSOn L K,AIV,M Keoel�,A MO.T Lif"hte.D Maguire.E Melt►knus.L WC"J McCormack rCCI_ r MCNairy,C Murphy,r O'Keeffe rock A oLeary rCCA,o 0'1461,M Pm cal,D Duin�G RM.H siao US CPA.A tine.M SrLNty.I Very r,R WaRate. V*Vibe rrm Erml E Young is a member prance of Ernst d Yonnlq Gbb0J Lisuled.it is autnoriseo by the Inuiluse of ciunerm Accouruanfs in oeLV W to rarsY on investment business in the Rem"ic a WNW. Ey SuNding a better working world Our audit of the consolidated financial statements of CRH plc is not planned or conducted to address or reflect matters In which anyone other than such shareholders as a body may be interested. We and our employees shall have no liability whether In contract, negligence or otherwise to the Washington State Department of Transportation or any other third parties in relation to our audit of the financial statements of CRH plc. Our report as set out herein is confidential to the addressee of this letter and is provided solely for the purposes of your assessment of CPM Development Corporation and Subsidiaries' Compliance with the terms of your proposal for qualification application. It should not be made available to any other party without our written consent. Ernst&You ng Dubin March 11, 2015 lNDEx CRH pic SUMMARY FINANCIAL INFORMATION YEAR ENDED DECEMBER 31, 2014 Page Consolidated Income Statement 1 Consolidated Statement of Comprehensive Income 1 Consolidated Balance Sheet 2 Consolidated Statement of Cash Flows 3 Note to Summary Financial Information 4 CPM Development Corporation and Subsidiaries SUMMARISED FINANCIAL INFORMATION YEAR ENDED DECEMBER 31, 2014 Consolidated Profit and Loss Account 5 Consolidated Balance Sheet 6 Note to Summarised Financial Information 7 Consolidated Income Statement for the financial year ended 31 December 2014 Notes 2014 2013 Ere Em 1 Revenue 18,912 18,031 2 Cost of sates {13,427) _ (13,153) Gross profit b,485 4;878 2 Operating costs (5,465 (4,778} 1,3,5,6 Group operating profit 917 774 1,4 Profit on disposals 17 100 Profit before finance costs 977 126 26 8 Finance costs {994) (126 8 Finance income 8 6 8 Other financial expense (42) (13 9 Share of equity accounted investments'profit/(loss) B6 (48 1 Profitryloss)before tax 761 (_(4 ) 4 15) 10 Income tax expense (177) {$0} Group profitl(loss)for the financial year 295) Profit/(loss)attributable to: Equity holders of the Company 5$2 (296) Non-controlling interests 2 1 Group prolitl(toss)for the financial year 534 12 Basic eamings/(Ioss)per Ordinary Share 12 Diluted earnings/(loss)oar Ordinary Share 78.8c All of the results relate to continuing operations. Consolidated Statement of Comprehensive Income for the financial year ended 31 December 2014 2014 2013 Notes tm Ere Group profit/(loss)for the financial year 584 (295) Other comprehensive Income Items that may be reclassified to profit or loss in subsequent years: Currency translation effects 599 (373) 24 Losses relating to cash flow hedges (6) (2) Items that will not be reclassified to profit or loss in subsequent years: 583 (375) 27 Remeasurement of retirement benefit obligations (414) 162 10 Tax on items recognised directly within other comprehensive income 69 (43) (346) 119 Total other comprehensive income for the financial year 248 (256) Total comprehensive Income for the financial year 832 (551 Attributable to: Equity holders of the Company 830 (552) Non-controlling interests 2 1 Total comprehensive income for the financial year 832 N. Hartery,A.Manifold,Directors 1 Consolidated Balance Sheet as 013f December 2014 Notes 2014 2013 ASSETS Em em Non-current assets 13 Property,plant and equipment 7.422 7.539 14 Intangible assets 4,173 15 Investments accounted for using the equity method 3,911 15 Other financial assets 1,329 1,340 17 Other receivables 23 23 24 Derivative financial instruments 85 93 26 Deterred income tax assets 87 63 Total noncurrent assets 171 107 13•290 13,07.E Current assets 16 Inventories 17 Trade and other receivables 2,260 2,254 Current income tax recoverable 2,644 2,516 24 Derivative financial instruments 15 26 22 Cash and cash equivalents 16 17 4 Assets held for sale 3,262 2,540 Total current assets 631 8;727 7,353 Total assets EQUITY Capital and reserves attributable to the Company's equity holders 28 Equity share capital 263 251 28 Preference share capital 21 1 1 28 Share premium account 4,324 4, 28 Treasury Shares and awn shares (7 19 Other reserves 197 213 Foreign currency translation reserve 11 (197 Retained income 542) 5,405 5.i 654 i ;662 Non-controlling interests 10.177 921 24 Total equity 10198 9.686 LIABILITIES Non-current fiabilflles 23 Interest-bearing loans and borrowings 4,579 5,419 24 Derivative financial instruments 9 26 Deferred income tax liabilities 1,16E 1,30E 18 Other payables 25 266 27 Retirement benefit obligations 89 711410 25 Provisions for liabilities 711 231 Total non-current liabilities 267 7,952 6,709 Current liabilities 18 Trade and other payables 2894 2,754 Current income tax liabilities 154 151, 23 Interest-bearing loans and borrowings 447 961 24 Derivative financial instruments 20 19 25 Provisions for liabilities 139 149 4 Liabilities associated with assets classified as held for sate 213 Total current liabilities 3 867 4,034 Total liabilities 11,819 10.743 Total equity and liabilities 22,017 2 0,429 N.Hartery,A.Manifold.Directors 2 Consolidated Statement of Cash Flows for the financial year ended 31 December 2014 2014 2013 Notes fin 6m Cash flows from operating activities Profitl(loss)before tax 761 (215) 8 Finance costs(net) 208 297 9 Share of equity accounted investments'result (601) A4 4 Profit on disposals (M (26) Group operating profit 917 100 2 Depreciation charge 631 671 2 Amortisation of Intangible assets A4 64 2 Impairment charge 49 650 7 Share-based payment expense 16 15 Other(primarily pension payments) (66) (96) 19 Net movement on working capital and provisions 35 77 Cash generated from operations 1,626 1,471 Interest paid(including finance leases) (262) (269) Corporation tax paid r (127) (110) Net cash inflow from operating activities 1,297 1,092 Cash flows from investing activities 4 Proceeds from disposals 345 122 Interest received a 13 Dividends received from equity accounted investments 30 33 13 Purchase of property,plant and equipment (436) (497) 30 Acquisition of subsidiaries(net of cash acquired) (151) (336) 15 Other investments and advances (3) (78) 19 Deferred and contingent acquisition consideration paid (26) (105) Net cash outflow from Investing activities (232) (848) Cash flows from financing activities Proceeds from exercise of share options 22 19 Acquisition of non-controlling interests (1) (13) Increase in interest-bearing loans,borrowings and finance leases 901 1.491 Net cash flow arising from derivative financial instruments (11) 64 28 Treasurylown shares purchased - (6) Repayment of interest-bearing loans,borrowings and finance leases (934) (586) 11 Dividends paid to equity holders of the Company (353) (367) 11 Dividends paid to non-controlling interests (4) (1) Nei cash(outilow)Jinflow from financing activities (380) 601 Increase in cash and cash equivalents 625 845 Reconciliation of opening to closing cash and cash equivalents Cash and cash equivalents at 1 January 2,540 1,747 Translation adjustment 130 (52) Increase in Cash and cash equivalents 625 846 22 Cash and cash equivalents at 31 December 3,295 2,540 Reconciliation of opening to closing net debt Net debt at 1 January (2,973) (2,909) 30 Debt in acquired companies (7) (44) 4 Debt in disposed companies 17 Increase in interest-bearing loans.borrowings and finance leases (001) (1,491) Net cash flow arising from derivative financial instruments 11 (64) Repayment of interest-bearing loans,borrowings and finance leases 934 586 Increase in cash and cash equivalents 625 845 Mark-to-market adjustment (3) 10 Translation adjustment (178) 77 20 Net debt at 31 December �(2,4921 (2,973) N.Hartery,A.Manifold,Directors 3 CRH plc Note to Summary Financial information December 31, 2014 Note 1 The preceding financial information has been extracted from the consolidated financial statements of CRH plc as of and for the year ended December 31, 2014 prepared in accordance with International Financial Reporting Standards as adopted by the European Union and on which the auditor, Ernst $ Young, Dublin, Ireland, expressed an unqualified audit opinion on February 25, 2015. It does not constitute "full group accounts" financial statements as defined in Regulation 40(1) of the European Communities (Companies. Group Accounts) Regulations, 1992. Copies of the full financial statements of CRH pic as of and for the year ended December 31, 2014 will be sent to shareholders in April 2015 and will in due course be lodged with the Irish Stock Exchange and filed with the Registrar of Companies in Ireland. The consolidated financial statements of CRH plc as of and for the year ended December 31, 2013 on which Ernst & Young Dublin Ireland issued an unqualified audit opinion have already been filed with the Registrar of Companies in Ireland. 4 CPM Development Corporation and Subsidiaries (Ultimately a Wholly Owned Subsidiary of CRH pIC, a Republic of Ireland Corporation) Consolidated Profit and Loss Account Year ended December 31, 2014 MS. dollars in thousands) Net sales $ 282,152 Cost of sales Gross profit t181,251) 100,901 Selling, general and administrative expenses Operating profit (86,169) 14,732 Other income(expense): Interest expense Other income, net (4,675) Total other expense 2,862 (1,813) Profit before income taxes 12,919 Provision for income taxes Net profit (51090) S 7,829 5 CPM Development Corporation and Subsidiaries (Ultimately a Wholly Owned Subsidiary of CRH pic, a Republic of Ireland Corporation) Consolidated Balance Sheet December 31, 2014 (U.S. dollars in thousands, except per share) Assets Current assets: Cash and cash equivalents Trade and other receivables, net $ 2,5 Inventories, net 32,567 7 Total current assets 22,184 57,258 Property, plant and equipment, gross Less: Accumulated depreciation , 42 (16161 Property, plant and equipment, net ,042) 173,275 Goodwill Other assets 63,425 Total assets 332 $294,290 Liabilities and stockholder's equity Current liabilities: Accounts payable, accrued expenses and other liabilities Total current liabilities $ 35,Q11 35,011 Other liabilities Due to parents and affiliates 1,598 9,475 Stockholder's equity: Common stock, at nil par value; 100,000 shares authorized;38,578 shares issued and outstanding Additional paid-in capital 89485 Retained earnings , Total stockholder's equity 158,721 21 Total liabilities and stockholder's equity 248,206 $294,290 6 CPM Development Corporation and Subsidiaries Note to Summarised Financial Information December 31, 2014 Note 2 The preceding financial information has been extracted from the consolidation information for CPM Development Corporation and Subsidiaries,as of and for the year ended December 31,2014,as prepared in conformity with International Financial Reporting Standards as adopted by the European Union for the purposes of inclusion in the consolidated financial statements of CRN plc2. 2 For practical purposes the separate financial information Included herein in respect of CPM Development Corporation and Subsidiaries does not include an allocation for a non-cash charge(and related deferred tax effect) in relation to IFRS 2, Share-based Payment. In addition, the tax charge has been calculated using a composite convenience rate of 39.4%,representing the aggregate of a 35%federal tax charge and a calculated average 4.4% state tax rate. 7 r . PARENT FIRM ALLOCATION OF NET WORTH AND GUARANTEE OF PERFORMANCE 1. Oldcastle,Inc. represents that it is the parent firm of`""' r•ba+�. .+ ., , a subsidiary corporation. 2. Otdcastle,Inc. is executing this guarantee for the purpose of obtaining the prequalification of CPM to allow CPM to submit bid proposals for the construction or improvement of State of Washington highways, 3. In consideration for the prequalification of CPM by the Washington State Department of Transportation, Oldcastle,Inc. does hereby irrevocably guarantee complete perfomrmce of any and all contracts hereafter awarded by the State of Washington to CPM during the period April 1,2015 to March 31,2016 4. In the event that CPM is prequalified by the Washington State Department of Transportation,the patent frrm Oldcastle, Inc. allocates$ 35,000,000 of its net worth to CPM 5. Oldcastle,tnc. fiu$rer agrees to submit itS fnraneial statement with and as a part of the prequalification statement of CPM -1- Famn Firm Allocation of Net Worth and Guarantee dPerfonnance 6. The individuals executing this guarantee am authorised to e=ft for and on behalf of their respective corporations. ()LOC TrI f- ,EKG . By: Tide: -F CORPORATION Tide: 2!;t .yi'- ?wr i-0651C AOI . r STATE OF Georgia 1 County of Cobb ss On this day personally appeared before me f Vk fAq&,t( O'b rtSSGo1 I a CroH^� �{iGky�a a� to me known to be the individual(s)described in and who executed the within and foregoing instrument;and acknowledged that nHA tN signed some as their free and voluntary act(s)and deed(s),for the uses and purposes therein mentioned. GIVEN under my hand and official sea]this 1+ day of_March 2015 KAM K BM COCWGEORS WCOAMM OM OCTA 2015 Notary Public in and for the State of Georgia Notary Seal residing at Cobb County -2- PARENT FIRM ALLOCATION OF NET WORTH AND GUARANTEE OF PERFORMANCE 1. Oldcastle,Inc. represents that it is the parent firm of Interstate Concrete and Asphalt Company("Interstate") a subsidiary corporation. 2. Oldcastle,Inc. is executing this guarantee for the purpose of obtaining the prequalification of interstate to allow Interstate to submit bid proposals for the constntction or improvement of State of Washington highways. 3. In consideration for the prequalification of Interstate by the Washington State Department of Transportation, Oldcastle,Inc. does hereby irrevocably guarantee complete perfommnce of any and all contracts hereafter awarded by the State of Washington to Interstate during the period April 1,2015 to March 31,2016 4. In the event that Interstate is prequalified by the Washington State Department of Transportation,the parent firm Oldcastle, Inc. allocates S. 15,000,000 of its net worth to Interstate 5. Oldcasde,Inc. further agrees to submit its financial statement with and as a part of the prequalification statement of Interstate -1- r �.. Parent Firm Allocation of Net worth and Guarantee of Perfom�aztce 6. The individuals executing this guarantee are authorized to execute for and on behalf of their respective corporations. -@ 8W-r M0, tNG . BY: 'V S� n Title: r r I) CORPORATION Tide:50.VP —Tsar �/(rs� ,r1,h • STATE OF Georgia County of Cobb ss� On this day personally appeared before me YYIf A Af l O'bhi ca 1 l 44 to me known to be the individuals)described in and who executed the within and foregoing instrument,and acknowledged that_ +W4 signed same as their free and voluntary act(s)and deed(s),for the uses and purposes therein mentioned. GIVEN under my hand and official seal this_ day of March 2015 MpRitlAM. KOTAWMWMW st:y����- � My pQMM1SS ON FffiRES OGE 9.2015 Notary Public in and for the State of Georgia Notary Seal residing at Cobb County -2- PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within one hundred (100) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a, period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shail be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s - m I bl, , -, to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by thie Bidder, ICON!, Materials DATE: February 17, 2016 (dba of CIPM Development Corporation) AM 01F� (SI ID D E R Signature of Authon d Representative Rob Meldinger General Manager/VP (Print Name, and Title), 1508 Valentine Ave SE Address Pacific, WA 98047-2103 2016 Asphalt Overlays/AraucLo 27 February 2, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 CPM DEVELOPMENT CORPORATION CORPORATE OFFICE-5111 E BROADWAY SPOKANE VALLEY,WA 99212 Oldcast le" P.O..BOX 3366-SPOKANE,WA 99220-3366 OFFICE:(509)534-6221 -FAX:(509)536-3051 0 Materials CERTIFICATE OF AUTHORITY Contra]P"IX Concrete Co. Please beadvised,that the individuals whose names,titles and signatures appear below are authorized to execute proposals,contracts,bonds,and other documenti and/or instruments on behalf of CPM Development Corporation,d/b/A ICON Materials. ICON Materials is a CPM Development Corporation Central Pro-Mix trade name. Prestress 00, Sian ature Name and Tit] Inland Asphalt Co. Ric Linares,Regional President Rob Meidinger,General ManagerNice President Interstate Concrete &Asphaft Co. 4OW4 Scott Droppelman,Paving/Grading Manager ICON Materials Rick Maurstad, Senior Project Manager Wenatchee Sand and Gravel Central Washington Concrete Respectfully submitted, Eugene Sand&Gravel CPM DEVELOPMENT CORPORATION 2 1elll� iw/-n V� Susan L.Devaney Viking Redi-Mix Northwest Division CFO STATE OF WASHINGTON kk ) ss. Green&White COUNTY OF SPOKANE Rock Products On this day personally appeared before me Susan L. Devaney, known to me to be the person that 4Wexecuted the foregoing instrument, on behalf of CPM Development Corporation, d/b/a ICON Materials, and acknowledged said instrument to be the free and voluntary act of said corporation, Klarnath Pacific for the uses and purposes therein mentioned, Corporation Bandon Concrete A,Development SUBSCRIBED and sworn to before me this day of 0641,7eq- 2015. LKZT'H"L"E"EN4"FRIZZELL Sighature of Notary tqotary P RiverBend Notary Public Sand and Gravel �Jcjte of Wo of Washington Print or 7�vp e Name of No taiy YJ � My Comi'nission Expires Jarluary 19 20 NOTARY PUBLIC in and for the State of Washington 1 ; -d�' January 19, 2017 Residing at VLe4qS Ci�0 J1 Salem Road&Driveway My Commission expires on I—/V-2-Li Valley Concrete&Gravel BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, [CON Materials(dba of CPM Development Corporation) as Principal, and Fidelity and Deposit Company of Maryland a:s Surety, are held and firmly bound unto the CITY OF DENT, as Obligee, in the penal sum of Five Percent of Total Amount Bid Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents, The condition of this obligation is such that if the Obligee shall make any award to the Principal for 2016 Asphalt Overlays/Project Numbers: 15-3001, IS- 3003, and 09-3006 According to the terms of the proposail or bid made by the IPrinc�ipal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved'by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to hid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety ,shall'forthwith pay and forfeit to the O,bligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 17th DAY OF February 2016 1co terials (dba of CPM Development Corporation) PRINCIPAL Rob Meidinge, General Manager VP Fidel i y and Deposit C a of Ml yland RETY Karen Rhinehart Attorney-in-Fact 20-- Rec'Cived return of deposit in the sum of 2026 Asphalt Cverlays/Arauctc) 2B Febmiary 2, 2016 PFOiKI f"JUmbers: 15-30011, 1 5-3006, 09r3006 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by THOMAS O. MCCLELLAN, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute,and appoint Rob D.MEIDINCER,Karen RHINEHART,Susan L.DEVANEY and Scott A.DROPPELMAN,all of Pacific,Washington, EACH its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed:any and all bonds and undertakings,Any and all bid bonds issued on behalf of ICON Materials(dba of CPM Development Corporation),Pacific,Washington each in a penalty not to exceed the sum of$1,000,000 and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 27th day of October,A.D.2015. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND T i 0_P*N SAL 3 81, utl trn �� Hsu J'f By r Secretary Vice President ,Michael McKibben Thomas O.McClellan State of Maryland County of Baltimore On this 27th day of October,A.D.2015,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,THOMAS O. MCCLELLAN,Vice President,and MICHAEL MCKIBBEN,Secretary, of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly swom,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. ! IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. Jr� 1!G}��'kC•i � r�� �" il ,,aa Maria D.Adamski,Notary Public My Commission Expires:July 8,2019 POA-F 020-8022U 4 J EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations,undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994,and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the l0th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company,whether made heretofore or hereafter,wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, thisl7thdayofFebruary ,20_1E. .?14,�3 i 0i r :r ...�. v x toy ! S i;F_ ��s bulb 1G08 � 'X we +ana i Michael Bond,Vice President COMBINED DECLARLATION FORM: NON-COLLUSION MINIMUM WAGE CITY OF KENT 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: I. That the undersigned per on(s), firm, association or corporatia n has (have) not, either directly or indirectly, entered into any agreement, p irticipeted in any collusion, or otherwise taken any action in restraint of free competitive lidding in connection with the project for which this proposal is submitted. 2. That by signing the signature pare of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM AGE AFFIDAVIT FORM 1, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic lempIoyed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage 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 known edge and belief, 2016 Asphalt Overlays Project Numbers: 15-3001, 'I -300 , and09-3006 NAME OF PROJECT ICON Materials (dba of CRM Development Corporation) NAME OF ER' FIR ., ._ ......... ..._ t „ l Rob Meidinger SIGNATURE OF AUTHORIZED RIESENTATIVE OF BIDDER 2016 A�;ph<alt d:)vcnlays/Areaucto 29 Febr wary 2, 2016. Prje(l Nurroraefs� 15-3001, 15-34103, 09 30,06 L This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # I, 21, 3, etc.] NAME OF CONTRACTOR: (Insert Company Namel ("Contractor") CONTRACT NAME & PROJECT NUMBER:[Insert Name of Original Contract & Project #, if applicable) ORIGINAL CONTRACT DATE: [Insert Date Original Contract was Signed] This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ 2016 Asphalt Overlays/Araucto 30 February 2, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 ICON Materials (dbs of CPM Development Cof e Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director (title) (title) DATE: DATE: i 2016 Asphalt Overlays/Araucto 31 February 2, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 ICON Materiul� (dba 0i CPM Development Core M D APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department 2016 Asphalt Overlays/Araucto 32 February 2, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 ICON Materlais (dba of CPM Development Corp.; Nr� BIDDER'S . The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following farms. Failure to execrate these forms as required may result in re ectiomt of any bid. Bidder's Package should include the following: laid Document Cover Sheet filled out with Bidder's Name ..,................... / Order of Contents......., ......... Invitation to Bid ......................... .Y .. ContractorCormipinence Statement...,..,..........................Y........................1 Date...........Y.....Y............................................................................l Have/have not participated acknowledgment ........, . , . .....152 Signatureand address ................................................................. Date and signature Y.. YYY.YY...Y .... ..Y..� mtt Opportunity Policy ,W Declaration - City of Kent � uel Employment Administrative policy . ..1 ` Proposal—....................................................Y.YY..................................Y.. First lime of proposal - filled in .................... .........................C9° Unitprice are correct .Y...Y .........I....Y ....... ............... , Bid the same unit price for asterisk (*) bid me Subcontractor list (contracts over 100K) .........................................Yip' Subcontractors listed properly-............Y..................................Y..® Signature ......Y......................................... ...............................,....19 Subcontractor List (contracts over fmillion)............. .......................C�' Subcontractors listed properly....... ........ ................ ..............2' Date andsignature . ... ......... Contractor's Qualification Statement .,.............................................. Completeand notarized .............................................. ..................[ Proposal Signature Page............ ..... .......... ....... . All Addenda cknowled ed .... .......... ... .....I� Date, signature and address ......Y................................................1 ' BidBond Form, .. Y............Y.Y............,..........................................Y...........(� Signature, sealed and dated .....................Y ................ ...............ED,' Powerof Attorney...................................... .................-............[n� ,ill equal 0frr of the total bid amount) @ry Combined g� rp'r'ppnop.Rn'®,rm�mg�p*t Declaration i�p l�o/rynl shall oW7bine MY Declaratio For ® ......................................iWAu................ Signature ......................................................... . Y .. / ChangeOrder For ... ................. ........... . ...........�1 ideas Checklist ......................................YY........................................1 The following forms are to be executed after the. Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) f? Yl 'ENT AND PERFORMANCE BOND To be:executed by the successful (bidder and its surety company. The following forrn is to be executed after the Contract is completed: A) CITE QF KENT UAL EMPLOYMlEN1 OPPORTUNITY CC7M fA�1�E STATEMENT To be executed by the successful bidder,AFTER COMPLETION of this contract. 2016, Asphalt overlays/Araucto 33 February 2, 2016 I inject Numbers: 15-3001, 15-3003, 09.3006 iCli ral ,ro PAVR 4 PJT MID R ORMA C' � O[V Band No.�2141� KJv!f_nwr,n t''n_L r y fddl 0 d'fU S6 I"rlI S, d C n,1 �"£a £F I£," £.PI Y4!!`r t`ulwdr��"4"'d Uran a�Wy... t s (fat , o r���r� t ✓i'.t .rt.,�Il➢��w�1Y ��Crt r 1.:� d��! s i`'r rrOp al, [id Fid(- iwty of a a,,,orpeorati nil £argaif'elaud and n'xi,,,;(iin g knr r£ir'n td1£w' drav,,,�s of the t,.r.atc of..M)"shirn,�f Sr.?rrMy t.£:Ilp,ccs,'u'Ci m, nod (pni nlpdW crrrcWr "hn {own Df Sttttcl° 0 4rna°,,ha rrg'tnarn to G aanr;a:aralo °ttrrc`1y, upon dao nldn of Cr,`nntnaa°,'.tn.ra Mdn f,kannncir), l f:orp: oraatiorin-, cast., Stu ejvy a'�brt c.an'h' �w nd -,e ,fr:'P l�; huitd Kjla cd firmly l k,r(')e_beln.! 10 Cd er' C 1 11' f,nd Kf:PO in the penal nal sum of $.119 .1`....,,J1 . together o'eratll any ;�,"d°d�nnti;'st4"aa ar-��° , rap or r'Ncroinn in the t.ot,al paan£;e dbk°G.;r"itl`;P,' c)f W"My k; Wxy cont; act work, NY tho pai"t�nGwnt of vAndi w+l or""i ('Jeran":md v,w IOrO m,i d a'anar ~,Lkr'('k`,°s`(::'14 "°,, �'n$;"I!' , an8 fi184I"rr � rt�t( 4`` f N p r s4.6mrnl repr�k°`aep"Vte.Yttives, as the case may ISM;", dhti, £.ndnlrn:f°ntinarn i" r-.r.rtc°r-o d into in prmrI,�r£.Ia.rmc, cnf the ISIta)tcatcPa_w of t6ic, raf Wanshnsla_pt_anrr. ,:and the Codes n.arrd C.urr.fktarrn £aro cnf tlncn CITY OF d";ENT, Serr;r�s CRirale ,��n. tfb� r:nrn(b;rrraa'I, of t:hc, c)[ llm£jp� none 'ere 01": r. ataftd p f_" f:5 a ncdo,� 'Mn'.f tcn ;.a ra�ncatrrnrr, a3caiy rraodo, >c'c:w;.nracdc',+d "and pnaassed by 0-w tartf£ t;oc,araw it n! tho t,.;ity n.nf: f<m, King fAnn;rrt:y, /ail`aahi ngt"€ rl, th a M,.tyrar of the e., c City (A O h a�, 8£.t or waf.°ar�e�ut t. . 9tr w � s Y ltit tar t.da£' afnR"nrle L)e„drdrdd#:n pf'rrBC If.caad, an certain c;ontt.rz;cat, the nod cv,camsm.t providing for r.cnrimaac:tue.�.aru of 2016 Asphalt hal rd s /Pt-gj ct t'"luni ersr 1 -3001, 15-3003, and 09-3 (which fn c ontrcaw:t is (eferrc,,£,,d v) C"ic r`ei n %1CJ is made a F)r"'rt Wyof as $£hi,xre::yh adtVm°d"6tiod ka4." et.f: h and t,,OIP Vxd r`e d'r Cdnr r°rrwWepm! tbas Pac epn4u."t.d, or iS t'al,rraeat tc_b WaarrW, tho c°c::'bnUact:, «arrcl undcaake to p,bc,ttl£ae rni the vanrk WRTM provided dr'nr in the manner arid Mtly n the tarau£a set fortW 4 e f r $ V n p forrr�t:al t&n.pf�,rpe� VOlunp , rrfl �ni£� n,Irnna r C erdi the crralniupa':or �adr NMtn;�p°°��itpnurn :uac herei ,Pntanr�rnaAH l: lrpy . et fo= of °w"aBt'�h n °„a.ch ext.ens ayn"s of ttlf9'e to r"9nlay be n'fCe1C`4 ed LkC"ider W `,''£alit contract, and WaH pay acill 9aahwe;rr°a, £necimr°i£:s, s u9,ae:c,naa°,Cam did u�rua,win°rAl rrw^n, and all persorn %n+d" o `nhmil wgp ly" the f"xYhC1C:Ipe& or ,su b(:o-0"3Uac1c)rs with pr`C"yvi" ,IIP'br' s a'nq`d ,afa6 en Or the carrying cm of �i nroc:ar ln �a In)nd Sfa;al9 irnd rrnuarfy a_innd ho6cf tlartn Cl t Y CtF KEPQ1 h a""a d£.,ss from e.'11'' y C`darna4pe or exp.7E'dse by 64`;a0`,r"Jr"n of k,:Jltarc: of p)erlfi_i nraree, zis " fJWlfb.M At °,v;fL.d c.nlrnLrar.t (g fP"f,bm tdefd„{::'u:s a3p:vdwbar inn r r in tdlw" or ��°anti �nar�-b�nr�;lnnpr p"Irr wu�[aias"d ce� fpe forrrrwnc„d r.�rrnaicnt �naa�uf k ca�rntiutirr';.i t.fn rn and in tdaarva't c°vent tl'is I k+gfldakC dra7r3 ` I re.M t`+�. a�"lpd'.,l br,@t° f et p led:, rnrtl£; n(,?"r'Va lV{n nra t 11 ! unDrti k` aafard £'ffC.`£,pt„ V[TMad "AlI t Nf-S,S n,l"VF!VIT (! t.d.rr, c time knrnn.rrns,.dcm py" es have exen:rrlrnc.f t,rliaa ins,1.n'k,SCh1ef'Pt fj ,,(Ier tfn('�r P � 1""n o(aa a;("',a s the°' fl�,lrrle. `:a,I'd £.(.",ui.f)£Jra,Ic! `°s('';3 (rf rr gtIifed by law) of each corporate paartwnr is W eto aafA,~tNd m! n:iwaly Wgried by US LantnWipled rupJr;i:"`PuraalMrs pnrH suarrt a) a,ut.rtwd"naa€ ay of as g vr, "uanc.p body. ICON Materials rial's (dba_. .f I 1 7..ev lca��m �r� _C;car���a� gi'un) _ Rob Me�clinger General Manager/,VF lv ..� h —� _ P}rWah.. 48—U0 P1, INI r Afv!L D A.l..I ��-� " � +� Fidelity and Deposit Company of Maryland lIW; : IY March 18, 16 6 l E Linda Nipper,Attorney-in-Fact 15 W.South Temple„Ste,700 Salt Lake City, LT 84101 CERTIFACPLTE'. AS' 'T('.) CORPORATE SEAL, Roti�Meidancel hxlll"?t:;l`�,ll fCr Ii� �,` tX, ll.h".PY"9 �`r�,�q"ltlI" 011ie$ rrP"l k ^yi d o¢..ri rh r a�fld h rm-":J o ° ht,'-ha, l of i hc P ICON Materials (clba of CIPP0 Development Corp) 'I;PIfl'Po""'t.c Ps qE?Vlllli'rle, ar-ld t ti YEm `SrifC: Br.,nd vf'.js:" tlill�4P ,l°.ylrF�l., ,�dc'd �mj for ixi Leh"'-iH of '.mj a":rqaoralior�l I: " i r'l `r' SURETY ACKNOWLEDGMENT STATE OF UTAH I COUNTY OF SALT LAKE I SS On this 18""' day of MARCH 2016, before me personally came LINDA NIPPER to me known, who, being by me duly sworn, did depose and say that she is an Attorney-In-Fact of FIDELITY AND DEPOSIT COMPANY OF MARYLAND the corporation described in and which executed the within instrument; that she knows the corporate seal of said corporation, that the seal affixed to the within instrument is such corporate seal, and that she signed the said instrument and affixed the said seal as Attorney-In-Fact of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. Notary PuPu US ILL 15 '�y Comm Mir q3,2019 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by THOMAS O. MCCLELLAN, Vice President, in pursuance of authority granted by Article V, Section 8, of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate, constitute, and appoint Tina DAVIS, Lisa HALL, Lindsey PLATTNER and Linda NIPPER, all of Salt Lake City, Utah, EACH its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies,as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland.,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF,the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 24th day of November,A.D.2015. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND SEAL a n' awe o =Z rOz IIA ? ` i998 Secretary Vice President Michael McKibben Thomas O.McClellan State of Maryland County of Baltimore On this 24th day of November,A.D.2015,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,THOMAS O.MCCLELLAN,Vice President,and MICHAEL MCKIBBEN,Secretary,of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. �d`�<tl�nr�ll�iri c. rrr�i............ Maria D.Adamski,Notary Public My Commission Expires:July 8,2019 POA-F 020-8022W EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V, Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 18TIbay of MARCH 20 16. SEAL We Gerald F.Haley,Vice President CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and ICON Materials (dba of CPM Development Corporation) organized under the laws of the State of Washington located and doing business at Pacific, WA ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1 . The Contractor shall do all work and furnish all tools, materials, and equipment for: 2016 Asphalt Overlays/Project Numbers: 15-3001, 15-3003, and 09-3006 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2016 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2016 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within one hundred (100) working days. The Contractor shall provide and bear all 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 all the work provided for in the Contract, except where the specifications allocate that responsibility to the City, 2. The City 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 Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 2016 Asphalt Overlays/Araucto 36 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION, THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. 2016 Asphalt Overlays/Araucto 37 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 CITY OF KENT BY tI ::F E COOK u KAYO ATTEST ONALD F. M RE, Y CLER APPROVED AS TO F RM. K T LAW DEPARTMENT CONTRACTOR BY: PRINT NAME: Rob Meidinge I-ITLE; General Manager VP LATE; Nurp bei's; 15 3001, 15 3t;:103, 0(1 3006 ,a EXHIBIT A INSURANCE REQU I REMENTS FOR CONSTRUCTION PROJECTS a Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1 . Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. _.J B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or -� excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. 2016 Asphalt Overlays/Araucto 39 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 J EXH I B I T A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following J provisions for Automobile Liability and Commercial General Liability: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of _.a the insurer's liability. a D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation _J The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for J damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. 2016 Asphalt Overlays/Araucto 40 January 27, 2016 ,J Project Numbers: 15-3001, 15-3003, 09-3006 EXH I B I T A (Continued) J F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. a J J -.1 2016 Asphalt Overlays/Araucto 41 January 27, 2016 j Project Numbers: 15-3001, 15-3003, 09-3006 Certificate of Insurance THIS CERTIPICA'PE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON YOU THE CF POLICY HOLDER.THIS CERTIFICATE IS NOT AN INSURANCE POLICY AND DOES NOT ANt113ND,EX"D^,ND,OR ALTER TI!It' COVERAGE AEEORDED 13Y THE POLICIES LISTED BELOW. LIMITS ANO'LESS THAN THOSE LISTED,ALniou(ili POLICIES MAY INCLUDE ADDITIONAL SUBLIMrr/LIMITS NOT LISTED BELOW This is to Certify that 1 ICON Materials �a dirt of CPM Development Corporation) NAME AND INSURANCE 508 Valentine Ave SE ADi� Pacific WA 98047 OF INSURED is,at the,issue data;of this ecrtili,catc,insurcd by the Company under the policy(ies)listed below. The insutaatcc afforded by the Iistod pobcy(io)is subject to all their lerms,enelusions rind Conditions and is not altered by any requirement,term or condition of aty contract or Other document with respect to which this certificate may be issued. EXP DATE TYPE OF POLICY 0 CONTINUOUS POLICY NUMBER LIMIT OF LIABILITY EXTENDED I'OLICY TI RNI WORKERS 9�11201 WA7-C8t7-004095-025 COVERACH,Al°FORDEDUNDERWC �;�MPLOY�ERSLIABILITY LAW OF THE FOLLOWING ING STATES: Y. ...... _...._. COMPENSATION -�025WC7-C81-004095-015 WA,'W States except I3ndi1 Inn b Av.c 16i6t '1 000 000 E—I \ccirleeit -015:WI Bodily Injury By Disease $1 000 000 Bodily Injury By Disease 1 000 000 COMMERCIAL 911�12016 TB2-C81-004095-115 V1 Gencral Aggrega( GENERAL LIABILITY $2,000,000 r -Per Project Aggregate Included ProdnCIS i Coati Icted Operations Aggregate OCCURRENCE- P P $2,000,000 ®CLAIMS MADE Each Occurrence $2,000,000 RETRO DATE: 11crsonal 4 Advertising Injury $2,000,000 F'raPeraottlOrgani�ttitrrx Other tiver Dama e to Premises Rented to Medical Exp:$6,000 You: 50,000 AUTOMOBILE 9/1/2016 A.S2-C81-004095-125 Each Accident-Sirtplc Limit LIABILITY $2,000,000 t3.L And P.D.Combined OWNED Each Person ©NON-OWNED Each Accident nr Occu wnce HIRED Earls Accident or OccuaTenco OTHER 9/112015-911/2.016 -AS2-C81-054502-525 -Physical Damage only Automobile policy 10, - 1a,aoo eau 000 Comp -Excess Workers 911/2015-911/2016 -EW7-68N-004095-345 Comp�ensation and Employer (WA) SIR$250,000 Liabitit Excess WC-$250,000,000(includes WA stop gap)/EL-$750,000 ADDITIONAL COMMENTS RE: 2016.Asphalt Overlays 15-3001, 15-3003&09-3006 The City of Kent,their Agents,Representatives,Employees and Subcontractors are listed as additional insured with regards to the general liability and automobile liability policies,on a primary and non-contributory basis,where required by written contract. Waiver of subrogation is included in favor of the additional insured,where required by written contract and where applicable by law. If the certificate expiration date is eonth'ttuauv or estcnded terTt4,you will be notified if eoverage is terminated or reduced before the certificate expiration datc. NOTICE OF CANCELLATION:(NOT A I'll LICAB E UNLESS A NU'MI31 It OF DAYS IS ENTERED I RED BELOW) OW)BEFORE' THE STATED EXPIRATION DATE THE COMPANY WILL NOT CANCEL OR REI7UCi1, Liberty Mutual INSURANCE AFFORDED UNDER THE ABOVE POLICIES UNTIL AT LEAST 80 DAYS NOTICE Insurance Group OF SUCI I CANCELLATION HAS BEEN MAILED TO: 2016 Asphalt Overlays 15-3001, 15-3003&09-3006 City of Dent ' 40C�West Gowe Stan Esposito Kent WA 98032 Pittsburgh/03$7 AUTHORIZED REPRESENTATIVE. 12 Federal Street,Ste,310 u Pittsburgh PA 15212-5706 412-231-1331 3/1812016 OFFICE PHONE DATE ISSUED This certificate is executed by LIBERTY MUTUAL INSURANCE GROUP as respects SUCH insurance as is afforded by those Companies NM 772 07-10 29067454 1 LP1_44 1 911°-911,6 - WA 2/2 p Kathy Crei,slier i 3/19/2016 3x26a16 F`M (CDT) I Pn5e 1 0 1 LDI COI 268896 02 11 DATE(MMIDDIYYYY) ,a►`N" CERTIFICATE OF LIABILITY INSURANCE o3�larzols THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT MARSH USA,INC. NAME: TWO ALLIANCE CENTER PHONE AIC NNo.Ext): FAX Not 3560 LENOX ROAD,SUITE 2400 E-MAIL ATLANTA,GA 30326 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC N J34420-OC-UMB-15-16 _ INSURER A:American Guarantee&Liability Ins Co 26247 INSURED INSURER B: ICON MATERIALS dba CPM DEVELOPMENT CORPORATION INSURER C: 1508 VALENTINE AVE SE INSURER D: PACIFIC,WA 98047 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: ATL-003955029.01 REVISION NUMBER:7 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MMlDD1YYYY MMIDDIYYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ OCCUR DAMAGES(RENTED CLAIMS-MADE PREMISES Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JECT LOG PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS I AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident A X UMBRELLA uAe TXO UR AUC655102506 09l0112015 09101/2016 EACH OCCURRENCE $ 1,OOD,000 EXCESS LIAB IMS-MADE AGGREGATE $ 1,000,000 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE — NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? FN (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) RE:2016 ASPHALT OVERLAYS 15-3001,15-3D03&09-3006 THE CITY OF KENT,THEIR AGENTS,REPRESENTATIVES,EMPLOYEES AND SUBCONTRACTORS ARE IS(ARE)INCLUDED AS ADDITIONAL INSURED(S)IF REQUIRED BY WRITTEN CONTRACT. THE UMBRELLA POLICY IS PRIMARY AND NON-CONTRIBUTORY IF REQUIRED BY WRITTEN CONTRACT. WAIVER OF SUBROGATION IS PROVIDED IF REQUIRED BY WRITTEN CONTRACT. CERTIFICATE HOLDER CANCELLATION CITY OF KENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 400 WEST GOWE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN KENT,WA 98032 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukherjee _bL>oLUQo►.a - ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Policy Number: AS2-C81-004095-125 Issued by: Liberty Mutual Fire Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED- NONCONTRIBUTING This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIERS COVERGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" under the Who Is An Insured Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage form. Schedule Name of Person(s)or Organizations(s): Any person or organization for which such coverage is required by written contract with the Named Insured Regarding Designated Contract or Project: Each person or organization shown in the Schedule of this endorsement is an "insured"for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured Provision contained in Section II of the Coverage Form. The following is added to the Other Insurance Condition: If you have agreed that this policy will be primary and without right of contribution from any insurance in force for an Additional Insured for liability arising out of your operations and the agreement was executed prior to the "bodily injury" or "property damage", then this insurance will be primary and we will not seek contribution from such insurance. AC 84 23 0811 ©2010, Liberty Mutual Group of Companies.All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. POLICY NUMBER: AS2-C81-004095-125 COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. SCHEDULE Name(s)Of Person(s)Or Organization(s): Any person or organization for whom you perform work under a written contract if the contract requires you to obtain this agreement from us, but only if the contract is executed prior to the injury or damage occurring. Premium: $ INCL Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident' or the 'loss" under a contract with that person or organization. CA 04 44 10 13 ©Insurance Services Office, Inc., 2011 Page 1 of 1 POLICY NUMBER: AS2-C81-004085-125 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement Identifies person(s)or organizations)who are"insureds"for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. SCHEDULE Name Of Person(s) Or Organization(s): Any person or organization whom you have agreed in writing to add as an additional Insured,but only to coverage and minimum limits of insurance required by the written agreement,and in no event to exceed either the scope of coverage or the limits of insurance provided in this policy. information required to complete this Schedule, if not shown above will be shown in the Declarations. Each person or organization shown in the Schedule is an"Insured"for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "Insured" under the Who Is An Insured provision contained in Paragraph A.I. of Section 11 — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — ,Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 481013 0 Insurance Services Office, Inc.,2011 Page 1 of 1 POLICY NUMBER:T132-C81-004095-1115 COMVERCIAL GENERAL UABILITY CG 201 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ rr CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section It — Who Is An Insured is amended to 1. All work, including materials, parts or include as an additional insured the person(S) or equipment fijmished in connection with such organization(s) shown in the Schedule, but only with work, on the project (other than service, respect to liability for "bodily injury", "property maintenance or repairs) to be performed by or damage" or 'personal and advertising injury" on behalf of the additional insured(s) at the caused, in whole or in part, by; location of the covered operations has been 1. Your acts or omissions; or completed;or 2. The acts or omissions of those: acting On your 2. That portion of "your work" out of which the behalf, injury or damage arises has been put to its in the performance of your ongoing operations for intended use by any person or organization other than another contractor or subcontractor d(the additional insures) at the location(s) engaged in performing operations for a designated above. principal as a part of the same project. However C. With respect to the insurance afforded to these 1. The Insurance afforded to such additional addRiDnal insureds, the following is added to insured only applies to the extent permitted by Section III—Limits Of Insurance: taw; and If coverage provided to the additional insured is 2. If coverage provided to the additional insured is required by a contract or agreement, the most we required by a contract or agreement, the will pay on behalf of the additional insured is the insurance afforded to such additional insured will amount of insurance: not be broader than that which you are required 1. Required by the contract or agreement or by the contract or agreement to provide for such additional insured, 2, Available under the applicable Limits of 13. With respect to the insurance afforded to these Insurance shown in the Declaraflons: additional insureds, the following additional whichever is less. eXCIU$iDns apply: This endorsement shall not increase the This insurance does not apply to "bodily injury" or applicable Limits of Insurance shown in the .property damage" occurring aiter. Declarations, SCHEDULE Name Of Additional Insured Person(s) Locationi(s)Of Covered Operations Or organization(s): Any owner, lessee, or contractor for whom you have Any location listed in such agreement agreed in writing prior to a loss to provide liability insurance Information required to complete this Schedule, if not shown above, will be shown in the Declarations. C,G 20 10 04 13 9) Insurance Services Office, Inc.,2012 Page 1 of 1 POLICY NUMBER:T82-C81-004095-115 COMMERCIAL GENERAL UABIUTY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS ® COMPLETED OPERATIONS I his endorsement m odifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTSICOMPLETED OPERATIONS LIABILITY COVERAGE PART A. Section 11 — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section la--Limits Of Insurance: with respect to liability for "bodily injury" or if coverage provided to the additional assured is "property damage' caused, in whole or in part, by required by a contract or agreement, the most we "your work at the location designated and will pay on behalf of the additional insured Is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and Included In the"products completed operations hazard`. 1. Required by the contract or agreement;or However. 2. Available under the applicable Limits of 1. The insurance afforded to such additional Insurance shown in the Declarations; insured only applies to the extent permitted by whichever is less. law; and This endorsement shall not increase the applicable 2. if coverage provided to the additional insured is Limits of Insurance shown in the Declarations, required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location And Description Of Completed Operations Any owner,lessee, or contractor for whom you have Any location listed in such agreement agreed in writing prior to a loss to provide liabilby insurance information required to complete this Schedule,if not shown above, will be shown In the Declarations. CG 20 37 0413 Q Insurance Services Office, Inc..2012 Page 1 of 1 POLICY NUMBER.TB2-C81-004095-115 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTSICOMPLETEDOPERATIONS LIABILITY COVERAGE PART The following is added to Paragraph S. Transfer Of Rights Of Recovery Against Others To Us of Section N—Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule below because of payments we make for Injury or damage arising out of your ongoing operations or "your work"done under'a contract with that person or organization and Included in the "products- completed operations hazard".This waiver applies only to the person or organization shown in the Schedule below. SCHEDULE Name Of Person Or Organization: As required by written contract or agreement entered into prior to loss. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 24 04 05 09 Q Insurance Services Office. Inc.,2008 Page 1 of 1 Policy Number TB2-C81-004095-115 Issued by LIBERTY MUTUAL FIRE INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NON-CONTRIBUTORY—SCHEDULED ADDITIONAL INSURED This endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTSICOMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Person or Organization: Where required by written contract prior to a loss If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person or organization shown In the Schedule that is an additional insured on this policy, this policy will apply solely on the basis required by such written agreement If the applicable written agreement does not specify on what basis the liability insurance will apply,this insurance shall be excess over any other valid and collectible Insurance available to the additional insured,whether such insurance Is on an excess,contingent or primary basis.Condition 4 Other Insurance of Section IV is revised accordingly. LD 2410 0713 ®2013 Liberty Mutual Insurance.All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc.,with Its permission. KENT SPEC 1 AL PROV I S I ONS TABLE OF CONTENTS PAGE WSDOT AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS 1 -06 Control of Material ......................................................AMD-1 1 -07 Legal Relations and Responsibilities to the Public.............AMD-2 1 -08 Prosecution and Progress.............................................AMD-2 5-02 Bituminous Surface Treatment......................................AMD-3 5-04 Hot Mix Asphalt ..........................................................AMD-3 A 6-02 Concrete Structures ....................................................AMD-4 6-14 Geosynthetic Retaining Walls........................................AMD-5 6-19 Shafts .......................................................................AMD-5 J 8-01 Erosion Control and Water Pollution Control....................AMD-6 8-10 Guide Posts................................................................AMD-6 8-22 Pavement Marking ......................................................AMD-7 9-03 Aggregates ................................................................AMD-7 9-04 Joint and Crack Sealing Materials ..................................AMD-7 9-07 Reinforcing Steel ........................................................AMD-8 APWA — WSDOT GENERAL SPECIAL PROVISIONS....................APWA-1 Introduction to Special Provisions....................................................APWA-1 Division 5 Surface Treatments and Pavements...............................APWA-1 tJ DIVISION 1 GENERAL REQU I REMENTS ................................. 1-1 Description of Work..................................................... 1-1 1-01 Definitions and Terms.................................................. 1-2 1-02 Bid Procedures and Conditions...................................... 1-3 1-03 Award and Execution of Contract................................... 1-6 1-04 Scope of the Work ...................................................... 1-6 1-05 Control of Work .......................................................... 1-8 1-06 Control of Material ...................................................... 1-14 1-07 Legal Relations and Responsibilities to the Public............. 1-16 1-08 Prosecution and Progress ............................................. 1-21 1-09 Measurement and Payment .............I....I....................... 1-26 1-10 Temporary Traffic Control ............................................ 1-28 DIVISION 2 EARTHWORK...................................................... 2-1 2-02 Removal of Structures and Obstructions......................... 2-1 2-03 Roadway Excavation and Embankment .......................... 2-3 2-06 Subgrade Preparation.................................................. 2-3 2-07 Watering ................................................................... 2-4 a DIVISION 4 BASES................................................................ 4-1 4-03 Gravel Borrow ............................................................ 4-1 4-04 Ballast and Crushed Surfacing ...................................... 4-2 2016 Asphalt Overlays/Araucto January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r L� KENT SPEC 1 AL PROV I S I ONS TABLE OF CONTENTS L PAGE F. L DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .......... 5-1 5-04 Hot Mix Asphalt .......................................................... 5-1 r� DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS........... 7-1 7-04 Storm Sewers ............................................................ 7-1 r, 7-05 Manholes, Inlets, Catch Basins, and Drywells..................7-2 L. 7-12 Valves for Water Mains ................................................ 7-4 DIVISION 8 MISCELLANEOUS CONSTRUCTION ..................... 8-1 L 8-01 Erosion Control and Water Pollution Control.................... 8-1 8-04 Curbs, Gutters, and Spillways....................................... 8-4 r 8-09 Raised Pavement Markers ............................................ 8-4 8-13 Monument Cases ........................................................ 8-6 8-14 Cement Concrete Sidewalks ......................................... 8-7 8-20 Illumination, Traffic Signal Systems, and Electrical .......... 8-8 L 8-22 Pavement Marking ...................................................... 8-11 8-23 Temporary Pavement Markings..................................... 8-16 r— L DIVISION 9 MATERIALS................................... ................... 9-1 r 9-03 Aggregates ................................................................ 9-1 L 9-29 Illumination, Signal, Electrical....................................... 9-1 9-30 Water Distribution Materials ......................................... 9-2 9-34 Pavement Marking Materials......................................... 9-3 L KENT STANDARD PLANS r i_. WSDOT STANDARD PLANS.......................................................... A-2 L SUPPLEMENTAL INFORMATION .................................................. A-3 F LOCATION MAPS, PLANS, AND CROSS SECTIONS ....................... A-4 L_ TRAFF I C CONTROL PLANS .......................................................... A-5 r L ENVIRONMENTAL PERMITS ........................................................ A-6 F PREVA I L I NG WAGE RATES.......................................................... A-7 L F L. 2016 Asphalt Overlays/Araucto January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 L -1 WSDOT AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS INTRODUCTION The following Amendments and Special Provisions shall be used in conjunction with the 2016 Standard Specifications for Road, Bridge, and Municipal Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS a The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. 1-06.AP1 Section 1-06, Control of Material January 4, 2016 This section is supplemented with the following new section and subsections: 1-06.6 Recycled Materials The Contractor shall make their best effort to utilize recycled materials in the construction of the project; the use of recycled concrete aggregate as specified in Section 1-06.6(1)A is a requirement of the Contract. The Contractor shall submit a Recycled Material Utilization Plan as a Type 1 Working Drawing within 30 calendar days after the Contract is executed. The plan shall provide the Contractor's anticipated usage of recycled materials for meeting J the requirements of these Specifications. The quantity of recycled materials will be provided in tons and as a percentage of the Plan quantity for each material listed in Section 9-03.21 (1)E Table on Maximum Allowable Percent (By Weight) of -J Recycled Material. When a Contract does not include Work that requires the use of a material that is included in the requirements for using materials the Contractor may state in their plan that no recycled materials are proposed for use. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21 . The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the supplier). The Contractor's report shall be provided on DOT Form 350-075 Recycled Materials Reporting. 2016 Asphalt Overlays/Araucto AMD - 1 January 27, 2016 A Project Numbers: 15-3001, 15-3003, 09-3006 F L 1-06.6(1) Recycling of Aggregate and Concrete Materials r 1-06.6(1)A General L The minimum quantity of recycled concrete aggregate shall be 25 percent of the total quantity of aggregate that is incorporated into the Contract for those items r listed in Section 9-03.21 (1)E Table on Maximum Allowable Percent (By Weight) of L Recycled Material that allow the use of recycled concrete aggregate. The percentage of recycled material incorporated into the project for meeting the required percentage will be calculated in tons based on the quantity of recycled - concrete used on the entire Contract and not as individual items. r If the Contractor's total cost for Work with recycled concrete aggregate is greater L than without the Contractor may choose to not use recycled concrete aggregate. When the Contractor does not meet the minimum requirement of 25 percent recycled concrete aggregate for the Contract due to costs or any other reason the L following shall be submitted: r 1 . A cost estimate for each material listed in Section 9-03.21 (1)E that is utilized on the Contract. The cost estimate shall include the following: r a. The estimated costs for the Work for each material with 25 percent recycled concrete aggregate. The cost estimate shall include for each material a copy of the price quote from the supplier with the lowest r total cost for the Work. L b. The estimated costs for the Work for each material without recycled F concrete aggregate. L The Contractor's cost estimates shall be submitted as an attachment to the F Recycled Materials Reporting form. L 1-07.AP1 r L Section 1-07, Legal Relations and Responsibilities to the Public January 4, 2016 r L 1-07.1 Laws to be Observed In the second to last sentence of the third paragraph, "WSD07 is revised to read r "Contracting Agency". L 1-08.AP1 r Section 1-08, Prosecution and Progress L January 4, 2016 r 1-08.1 (1) Prompt Payment, Subcontract Completion and Return of Retainage L Withheld In item number 5 of the first paragraph, "WSD07 is revised to read "Contracting r Agency". r 2016 Asphalt Overlays/Araucto AMD - 2 January 27, 2016 f Project Numbers: 15-3001, 15-3003, 09-3006 A 5-02.AP5 Section 5-02, Bituminous Surface Treatment January 4, 2016 5-02.3(2) Preparation of Roadway Surface This section is supplemented with the following new subsection: 5-02.3(2)E Crack Sealing Where shown in the Plans, seal cracks and joints in the pavement in accordance with Section 5-04.3(5)C. 5-04.AP5 Section 5-04, Hot Mix Asphalt January 4, 2016 5-04.2 Materials The first paragraph is supplemented with the following new items: Hot Poured Sealant 9-04.2(1)A Sand Slurry 9-04.2(1)B This section is supplemented with the following new paragraph: The requirements of Section 1-06.6 do not apply to the portland cement and fine aggregate used in sand slurry. 5-04.3(5)C Crack Sealing This section's content is deleted and replaced with the following new subsections: 5-04.3(5)C1 General When the Proposal includes a pay item for crack sealing, all cracks and joints '/a ' inch in width and greater shall be sealed. Cracks and joints shall be thoroughly clean, dry and free of all loose and foreign material when filled with crack sealant material. Immediately prior to filling a crack or joint with the sealant material a -' hot air lance shall be used to dry and warm the pavement surfaces within the crack or joint. Pavement shall not be overheated and direct flame dryers shall not be used. Routing cracks and joints is not required. Where cracks and joints are to be filled with sand slurry thoroughly mix the components and pour the mixture into the cracks and joints until full. Additional CSS-1 emulsified asphalt may be added to the sand slurry as needed for the mixture to be workable to completely fill the crack or joint. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. -' Cracks or joints that were not completely filled shall be topped off with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. Where cracks and joints are to be filled with hot poured sealant the material shall be applied in accordance with these requirements and the manufacturer's recommendations. The manufacturer's recommendations shall be furnished to the Engineer prior to the start of work and shall include recommended heating time 2016 Asphalt Overlays/Araucto AMD - 3 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r- L_ and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. L. Crack sealing with hot poured sealants shall be controlled to confine the material within the crack or joint. Any overflow of sealant shall be cleaned from the F- pavement surface. If, in the opinion of the Engineer, the Contractor's method of L sealing the cracks and joints with hot poured sealant results in an excessive amount of material on the pavement surface, the operation shall be stopped and r- corrected to eliminate the excess material. 5-04.3(5)C2 Crack Sealing Areas Prior to Paving r In areas where HMA will be placed the cracks and joints shall be filled with sand �- slurry. r 5-04.3(5)C3 Crack Sealing Areas Not to be Paved L In areas where HMA will not be placed the cracks and joints shall be filled as fo I I ows: r L 1 . Cracks '/4 inch to 1 inch in width shall be filled with hot poured sealant. F 2. Cracks and joints greater than 1 inch in width shall be filled with sand L slurry. 5-04.3(5)C4 Crack Sealing Areas Prior to a Bituminous Surface L Treatment In areas where a BST will be placed the cracks and joints shall be filled per (- Section 5-04.3(5)C3. L 5-04.4 Measurement r The following new paragraph is inserted after the third paragraph: L. Crack Sealing-LF will be measured by the linear foot along the line of the crack. 5-04.5 Payment The Bid item "Crack Sealing" is revised to read "Crack Sealing-FA". The following is inserted after the paragraph following the Bid item "Crack Sealing-FA", by force account (after the preceding Amendment is applied): L. "Crack Sealing-LF", per linear foot. The unit Contract price per linear foot for "Crack Sealing-LF" shall be full payment r for all costs incurred to perform the Work described in Section 5-04.3(5)C. L 6-02.AP6 r L_ Section 6-02, Concrete Structures January 4, 2016 r 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D L The following new sentence is inserted after the second sentence of the last r paragraph: 2016 Asphalt Overlays/Araucto AMD - 4 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L Mix designs using shrinkage reducing admixture shall state the specific quantity required. The following new sentence is inserted before the last sentence of the last paragraph: Testing samples of mixes using shrinkage reducing admixture shall use the admixture amount specified in the mix design submittal. 6-02.3(26)D2 Test Block Dimensions The first sentence is revised to read: The dimensions of the test block perpendicular to the tendon in each direction shall be the smaller of twice the minimum edge distance or the minimum spacing specified by the special anchorage device manufacturer, with the stipulation that the concrete cover over any confining reinforcing steel or supplementary skin reinforcement shall be appropriate for the project-specific application and circumstances. 6-14.AP6 Section 6-14, Geosynthetic Retaining Walls January 4, 2016 6-14.5 Payment The bid item "Concrete Fascia Panel", per square foot, and the paragraph following this bid item are revised to read: "Concrete Fascia Panel For Geosynthetic Wall", per square foot. J All costs in connection with constructing the concrete fascia panels as specified shall be included in the unit Contract price per square foot for "Concrete Fascia Panel For Geosynthetic Wall", including all steel reinforcing bars, premolded joint filler, polyethylene bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface finish, and pigmented sealer (when specified), constructing and placing the concrete footing, edge beam, anchor beam, anchor rod assembly, and backfill. 6-19.AP6 J Section 6-19, Shafts January 4, 2016 J 6-19.4 Measurement The first paragraph is revised to read: Soil excavation for shaft, including haul, will be measured by the cubic yards of shaft excavated. The cubic yards will be computed using the shaft diameter, top of shaft elevation and bottom of shaft elevation shown in the Plans, less all rock excavation measured as specified for rock excavation. Excavation between the existing ground line and the top of shaft elevation is considered incidental to soil excavation for shaft and will not be measured. J The second paragraph is deleted. 2016 Asphalt Overlays/Araucto AMD - 5 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r 6-19.5 Payment r The paragraph following the bid item "Soil Excavation For Shaft Including Haul", per L. cubic yard is revised to read: r The unit Contract price per cubic yard for "Soil Excavation For Shaft Including Haul" shall be full pay for performing the work as specified, including all costs in connection with furnishing, mixing, placing, maintaining, containing, collecting, r and disposing of all mineral, synthetic, and water slurry, and disposing of groundwater collected by the shaft excavation, and the incidental excavation of soils between the top of shaft elevation shown in the Plans and the existing r ground line. L. 8-01.AP8 L Section 8-01, Erosion Control and Water Pollution Control January 4, 2016 L 8-01.2 Materials This section is supplemented with the following new paragraph: L Recycled concrete, in any form, shall not be used for any Work defined in Section 8-01 . r' L 8-10.AP8 r Section 8-10, Guide Posts L January 4, 2016 r 8-10.3 Construction Requirements L The last sentence of the second paragraph is deleted. r 8-22.AP8 L Section 8-22, Pavement Marking January 4, 2016 r L 8-22.4 Measurement The first two sentences of the fourth paragraph are revised to read: r L The measurement for "Painted Wide Lane Line", "Plastic Wide Lane Line", "Profiled Plastic Wide Lane Line", "Painted Barrier Center Line", "Plastic Barrier Center Line", r "Painted Stop Line", "Plastic Stop Line", "Painted Wide Dotted Entry Line", or L- "Plastic Wide Dotted Entry Line" will be based on the total length of each painted, plastic or profiled plastic line installed. No deduction will be made for the r unmarked area when the marking includes a broken line such as, wide broken L lane line, drop lane line, wide dotted lane line or wide dotted entry line. r 8-22.5 Payment L The following two new Bid items are inserted after the Bid item "Plastic Crosshatch Marking", per linear foot: r L "Painted Wide Dotted Entry Line", per linear foot. r 2016 Asphalt Overlays/Araucto AMD - 6 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L J "Plastic Wide Dotted Entry Line", per linear foot. -J 9-03.AP9 Section 9-03, Aggregates January 4, 2016 9-03.21 (1)B Concrete Rubble This section, including title, is revised to read: __, 9-03.21 (1)B Recycled Concrete Aggregate Recycled concrete aggregates are coarse and fine aggregates manufactured from hardened concrete mixtures. Recycled concrete, in any form, shall not be placed below the ordinary high water mark of any water of the State. 9-04.AP9 Section 9-04, Joint and Crack Sealing Materials January 4, 2016 9-04.2(1) Hot Poured Joint Sealants This section's content is deleted and replaced with the following new subsections: 9-04.2(1)A Hot Poured Sealant Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in accordance with ASTM D5329. Hot poured sealant shall have a minimum Cleveland Open Cup Flash Point of 205°C in accordance with AASHTO T 48. 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement Hot poured sealant for cement concrete pavement shall meet the -' requirements of ASTM D6690 Type IV, except for the following: 1 . The Cone Penetration at 250C shall be 130 maximum. 2. The extension for the Bond, non-immersed, shall be 100 percent. 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement Hot poured sealant for bituminous pavement shall meet the requirements of ASTM D6690 Type 11. 9-04.2(1)B Sand Slurry for Bituminous Pavement Sand slurry is mixture consisting of the following components measured by total weight: 1 . Twenty percent CSS-1 emulsified asphalt, J 2. Two percent portland cement, and 3. Seventy-eight percent fine aggregate meeting the requirements of 9- 03.1 (2)B Class 2. Fine aggregate may be damp (no free water). 2016 Asphalt Overlays/Araucto AMD - 7 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r 9-07.AP9 r L Section 9-07, Reinforcing Steel January 4, 2016 r L 9-07.1 (1)A Acceptance of Materials The first sentence of the first paragraph is revised to read: Reinforcing steel rebar manufacturers shall comply with the National Transportation Product Evaluation Program (NTPEP) Work Plan for Reinforcing r— Steel (rebar) Manufacturers. L The first sentence of the second paragraph is revised to read: L_ Steel reinforcing bar manufacturers use either English or a Metric size designation while stamping rebar. r L:. r L F L. F L F L. F L r- L L r L r L r` L r L r 2016 Asphalt Overlays/Araucto AMD - 8 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L APWA / WSDOT GENERAL SPECIAL PROVISIONS INTRODUCTION TO THE SPECIAL PROVISIONS " (August 14, 2013 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2016 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition Contractor shall obtain copies of these publications, at Contractor's own expense. J DI V I S 1 ON 5 — SURFACE TREATMENTS AND PAVEMENTS 5-04 HOT MIX ASPHALT 5-04.3(3)A Material Transfer Device / Vehicle (January 16, 2014 APWA GSP) The first paragraph of this section is revised to read: .y J 2016 Asphalt Overlays/Araucto APWA - 1 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r L Additionally, a material transfer device or vehicle (MTD/V) is not required at the following locations: F 1 . Cul-de-Sac L 2. S 253 St 3. S 254 St 4. SE 249 St �. 5-04.3(7)A2 Statistical or Nonstatistical Evaluation r+ Delete this section and replace it with the following: r, 5-04.3(7)A2 Nonstatistical Evaluation (January 16, 2014 APWA GSP) r— Mix designs for HMA accepted by Nonstatistical evaluation shall; L • Be submitted to the Project Engineer on WSDOT Form 350-042 • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the L requirements of Sections 9-03.8(2) and 9-03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti-strip and L. aggregate source compatibility from WSDOT lab testing. Anti-strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP. L At or prior to the preconstruction meeting, the contractor shall provide one of the F_ following mix design verification certifications for Contracting Agency review; L • The proposed mix design indicated on a WSDOT mix design/anti-strip report F_ that is within one year of the approval date L • The proposed HMA mix design submittal (Form 350-042) with the seal and certification (stamp & signature) of a valid licensed Washington State r' Professional Engineer. L • The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. L The mix design will be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO L Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program. L At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the F_ materials and sources are the same as those shown on the original mix design. L r` r L 2016 Asphalt Overlays/Araucto APWA - 2 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L 5-04.3(8)A1 General (January 16, 2014 APWA GSP) J Delete this section and replace it with the following: Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. -� The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9-03.8(7). Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. 5-04.3(8)A4 Definition of Sampling Lot and Sublot (January 16, 2014 APWA GSP) Section 5-04.3(8)A4 is supplemented with the following: A For HMA in a structural application, sampling and testing for total project quantities less than 400 tons is at the discretion of the engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 A tons, a minimum of one acceptance test shall be performed: i. If test results are found to be within specification requirements, additional testing will be at the engineers discretion. ii. If test results are found not to be within specification requirements, additional testing as needed to determine a CPF shall be performed. _a 5-04.3(8)A5 Test Results (January 16, 2014 APWA GSP) The first paragraph of this section is deleted. A 5-04.3(8)A6 Test Methods (January 16, 2014 APWA GSP) A Delete this section and replace it with the following: Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will be use WSDOT Standard Operating Procedure SOP 731 . Testing for compliance of asphalt binder content will be by WSDOT FOP for 2016 Asphalt Overlays/Araucto APWA - 3 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11 . L 5-04.5(1)B Price Adjustments for Quality of HMA Compaction (January 16, 2014 APWA GSP) r Delete this section and replace it with the following: The maximum CPF of a compaction lot is 1 .00. For each compaction lot of HMA when the CPF is less than 1 .00, a Nonconforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic L difference of CPF minus 1 .00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCCF, the quantity of HMA in the r lot in tons and the unit contract price per ton of the mix. �. r L. r' L. L r' L L_ r L L F L r" 11 r L L 2016 Asphalt Over lays/Araucto APWA - 4 January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 L a KENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2016 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting a agency, shall be revised appropriately to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. DIVISION 1 - GENERAL REOU I REMENTS -' DIVISION 11S SUPPLEMENTED BY ADDING THE FOLLOWING: Description of Work a This Contract provides for improvement of the following Streets, all in accordance with the attached Contract Plans, referenced APWA/WSDOT GSP, these Contract Provisions, and the WSDOT Standard Specifications. SCHEDULE 1 — B&O Funded Overlays (Project Number 15-3001) Street Section JS-1 — James Street between 180 ft W of Jason Ave and 98 Ave SE • Street Section JS-2 — James Street between 98 Ave SE and 250 ft E of 100 Ave SE Street Section JS-3 — James Street between 250 ft E of 100 Ave SE and 104 Ave SE SCHEDULE I I — Garbage Tax Funded Overlays (Project Number 15-3003) J • Street Section SW-1 — S 253 St / S 254 St between S 252 PI and Lake Fenwick Rd S (including 43rd Pl S and 42"d Pl St) • Street Section SW-2 — 116 Ave SE between SE 256 St and SE 248 St Street Section SW-3 — SE 249 St between 300 ft North of 254 PI and 148 Ave SE • Street Section SW-4 — Lakeside Blvd E between W James St and S 236 St • Street Section SW-5 — S 236 St between Lakeside Blvd E and 64`" Ave S • Street Section SW-6 — All Streets in the Mountain View Place.(aka. Hycroft) development a SCHEDULE I I I — Drainage Funded Overlays (Project Number 09-3006) • Street Section Narita - Narita Levee Overlay -' Work includes placing the specified class of HMA, at the depth of 4 to 6 inches, in the area shown on the plans to attain the desired finished grade elevation. J Corresponding estimated quantities for each schedule and street sections are specified in the Supplemental Information page A-3. 2016 Asphalt Overlays/Araucto 1 - 1 January 27, 2016 a Project Numbers: 15-3001, 15-3003, 09-3006 71 L 1-01 DEFINITIONS AND TERMS r' SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 1-01.1 General L When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01," the reference is to the r' WSDOT Standard Specifications as modified by these Kent Special Provisions. r, SECTION 1-0 1.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: �- 1-01.2(2) Items of Work and Units of Measurement r EA Each Eq. Adj. Equitable Adjustment FA Force Account L HR Hour M GAL Thousand gallons ' GAL Gallons N IC Not In Contract SF Square Feet ' L. SECTION 1-0 1.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: L 1-01.3 Definitions F Contract L The written agreement between the Contracting Agency and the Contractor. It describes, among other things: L. 1 . What work will be done, and by when; 2. Who provides labor and materials; and 3. How Contractors will be paid. ` The Contract includes the Contract (agreement) Form, Bidder's r completed Proposal Form, Kent Special Provisions, Contract Provisions, L Contract Plans, WSDOT Standard Specifications, Kent Standard Plans, Addenda, various certifications and affidavits, supplemental r- agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: L- 1 . Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of r- Transportation and the American Public Works Association, current L edition; 2. Manual on Uniform Traffic Control Devices for Streets and r Highways, current edition, and; L- 3. American Water Works Association Standards, current edition; 2016 Asphalt Overlays/Araucto 1 - 2 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L. J 4. The current edition of the "National Electrical Code." -� Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, "DEFINITIONS" IS SUPPLEMENTED BY ADDING THE FOLLOWING DEFINITION: Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for J its own use, up to ten (10) copies of the plans and Kent Special Provisions. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by 2016 Asphalt Overlays/Araucto 1 - 3 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r downloading at no charge at KentWA.gov/procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. r- SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: r- 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. L. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: F L Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. L SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: F_ L 1-02.7 Bid Deposit F_ A deposit of at least 5 percent of the total Bid shall accompany each L Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and r shall be signed by the Bidder and the Surety. A proposal bond shall not L. be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized L Insurance List in the State of Washington published by the Office of the Insurance Commissioner. r— L_. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be r- rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: L 1-02.9 Delivery of Proposal r- All bids must be sealed and delivered in accordance with the "Invitation L to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. r L 2016 Asphalt Overlays/Araucto 1 - 4 January 27, 2016 F Project Numbers: 15-3001, 15-3003, 09-3006 L SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 O Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02. 14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH _J THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. SECTION 1-02.15 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-02.15 Pre-Award I nformation Before Awarding any Contract, the Contractor shall provide price J breakdown for the following lump sum items. The lump sum item breakdown shall indicate the price associated with each Street Section: • Mobilization (Schedule 1) Mobilization (Schedule 11) 2016 Asphalt Overlays/Araucto 1 - S January 27, 2016 _., Project Numbers: 15-3001, 15-3003, 09-3006 r- • Temporary Traffic Control (Schedule 1) • Temporary Traffic Control (Schedule 11) L. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03. 1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: r 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules, r street section, or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. L 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: L- 1-03.3 Execution of Contract F- L No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. L SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: r L 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of L the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if r- any, shall be timely filed in the King County Superior Court, located in L Kent, Washington. 1-04 SCOPE OF THE WORK L SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: r L_ 1-04.1 (2) Bid Items Not Included in the Proposal r The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to L perform that work shall be incidental and included with the bid item prices in the contract. r L r 2016 Asphalt Overlays/Araucto 1 - 6 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, J "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WI TH THE FOLLOWING 8 I TEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. J SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. 2016 Asphalt Overlays/Araucto 1 - 7 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: n 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the r Contractor selects its own staging and storage area(s), it is the �. Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage ' area (or for any other use), the Contractor shall thoroughly investigate L the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, r state or federal regulations, and the Contractor shall provide the City L. written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all r- necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. r Upon vacating the private property, the Contractor shall provide the . City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. L The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. r- SECTION 1-04. 11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: L 1-04.11 Final Cleanup r< 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. L 1-05 CONTROL OF WORK r- L SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. r- 1-05.4 Conformity With and Deviations From Plans and Stakes 2016 Asphalt Overlays/Araucto 1 - 8 January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 L J DIVISION I IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. __J The City will supply preliminary spotting marks as set forth in Sections 8-09.3(1) and 8-22.3(1) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and " marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit marking to proceed in a safe and orderly manner. The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting marks. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will J be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after J construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $270/hr for a city survey crew to replace the stake, marker or J monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. _J Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive J points set on line or grade shall be the minimum points used to 2016 Asphalt Overlays/Araucto 1 - 9 January 27, 2016 a Project Numbers: 15-3001, 15-3003, 09-3006 r' L� determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in L: alignment or grade. r 1-05.8 City's Right to Correct Defective and Unauthorized Work r� If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the contract, the Engineer '- may correct and remedy that work as may be identified in the written notice, by any means that the Engineer may deem necessary, including the use of City forces or other contractors. r" If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer r. may have the defective and unauthorized work corrected immediately, L. have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. ! An emergency situation is any situation which, in the opinion of the L. Engineer, could be potentially unsafe if its remedy is delayed, or might cause serious risk of loss or damage to the public. F- L. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment L. may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without r limitation, compensation for additional professional services required, L and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the L exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other r remedy available under law with respect to the Contractor's failure to perform the work as required. r-- SECTION 1-05. 10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.1 O Guarantees r L_ In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting r Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. r- L _ 2016 Asphalt Overlays/Araucto 1 - 1 a January 27, 2016 rr Project Numbers: 15-3001, 15-3003, 09-3006 L, Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall notify the Engineer and request in writing that the Engineer establish the Substantial Completion Date. To be considered substantially complete the following conditions must be met: J 1 . The City must have full and unrestricted use and benefit of the facilities, both from an operational and safety standpoint. 2. Only minor incidental work, replacement of temporary substitute facilities, or correction or repair work remains to reach physical completion of the work. The Contractor's request shall list the specific items of work in subparagraph two above that remain to be completed in order to reach physical completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. However, if after this inspection, the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, notify the Contractor giving A the reasons for the Engineer's determination. Upon receipt of written notice from the Engineer concurring in or J denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. This process shall be repeated until the Engineer establishes the Substantial Completion Date. 1-05.11(2) Final Inspection and Physical Completion Date 'y J When the Contractor considers the work physically complete and the Engineer agrees that the work is ready for Final Inspection, the 2016 Asphalt Overlays/Araucto 1 - 11 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r Contractor, by written notice, shall request that the Engineer schedule a _ Final Inspection. The Engineer will set a date for Final Inspection. The Engineer and the Contractor will then make a Final Inspection and the Engineer, if necessary, will notify the Contractor in writing of all particulars in which the Final Inspection reveals the work incomplete or r unacceptable. The Contractor shall immediately take all necessary corrective measures to remedy the listed deficiencies. The Contractor shall allocate the necessary resources to pursue completion of all r, corrective work vigorously, diligently, and without interruption until achieving physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied that all listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within seven (7) calendar days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take all necessary steps to correct those deficiencies and may deduct all r costs incurred to correct the deficiencies from monies due or to become due the Contractor. Upon correction of all deficiencies, the Engineer will notify the Contractor, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply that all the obligations of the L. Contractor under the contract have been fulfilled. F_ 1-05.11(3) Operational Testing L It is the intent of the City,to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the L installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other ' similar work, it may be desirable for the Engineer to have the ice. Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. L_ Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions r- for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. L During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period r- shall be tested under the observation of the Engineer, so that the L Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established r until testing and corrections have been completed to the satisfaction of L the Engineer. r— 2016 Asphalt Overlays/Araucto 1 - 12 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L .a The costs for power, gas, labor, material, supplies, and everything else J needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.13 IS REVISED BY DELETING THE LAST PARAGRAPH AND -� REPLACING WITH THE FOLLOWING: 1-05.13 Superintendents, Labor, and Equipment of Contractor _A Whenever the City evaluates the Contractor's qualifications pursuant to Section 1-02.1, the City may take these or other Contractor performance reports into account. Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Known projects are as follows: • James Street sidewalk, curb ramp, and curb and gutter repair and upgrade Water Main replacement project on James Street between Clark Ave N and 94 Ave S • James Street Pump Station construction James Street irrigation system and landscaping construction Contracting Agency may require the Contractor to sequence its work,on James Street to minimize work conflict with these known projects. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 2016 Asphalt Overlays/Araucto 1 - 13 January 27, 2016 a Project Numbers: 15-3001, 15-3003, 09-3006 r tr.. 1-05.17 Oral Agreements ` L No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents L comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. r, L 1-06.2(2) Statistical Evaluation of Materials for Acceptance r SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: r 1-06.6 Submittals L 1-06.6(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high L. contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: L 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. L 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1 A, 1B, 1C, etc.). L, 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph r number being addressed. L 5. Bid item(s) where product will be used. r- 1-06.6(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of r submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be r available at the preconstruction conference (see 1-08.0) of the Kent L Special Provisions. The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall r, identify the items that will be included in each submittal by listing the L item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall r indicate whether the submittal is required for product review of L r 2016 Asphalt Over lays/Araucto 1 - 14 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L proposed equivalents, shop drawings, product data or samples or required for product information only. _J The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or -J incomplete submittals, and any other reasonably foreseeable delay. 1-06.6(3) Shop Drawings, Product Data, and Samples _J The Contractor shall submit the following for the Engineer's review: J 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required J copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1 . Each submittal shall include all of the items required for a J complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. -A The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: J 2016 Asphalt Overlays/Araucto 1 - 15 January 27, 2016 J Project Numbers: 15-3001, 15-3003, 09-3006 L 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval r' of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. �- 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. L. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: '— L_ 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items L not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its L compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major r inconsistencies, errors or insufficient information that shall be L. resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. r' L Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. L 1-06.6(4) Proposed Equivalents r L The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. L. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC r SECTION 1-07. 1 IS DELETED AND REPLACED WITH THE FOLLOWING: L 1-07.1 Laws to be Observed r L. The Contractor shall always comply with all Federal, State, or local laws, codes, rules and regulations that affect work under the contract. The Contractor shall also be responsible for the safety of its workers L and shall comply with all applicable safety and health standards and codes. In cases of conflict between different laws, codes, rules, or r- regulations, the most stringent law, code, rule, or regulation shall L apply. 2016 Asphalt Overlays/Araucto 1 - 16 January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 L The City will not adjust payment to compensate the Contractor for changes in legal requirements unless those changes are specifically within the scope of RCW 39.04.120. For changes under RCW 39.04.120, the City will compensate the Contractor by negotiated change order as provided in Section 1-04.4. SECTION 1-07.2 IS DELETED AND REPLACED WITH THE FOLLOWING: .a 1-07.2 State Taxes 1-07.2(1) General The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor shall contact the Washington State Department of Revenue for answers to questions in this area. The City will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the bid item prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this exception. The City will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The City may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department J of Revenue, whether the amount owed is related to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(2) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when they are part of the roadway lighting system. For work performed in these cases, the Contractor shall include Washington State Retail Sales Tax in the various unit Bid Item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, J equipment, or supplies used or consumed in doing the work. 1-07.2(3) State Sales Tax — Rule 170 _J WAC 458-20-170, and its related rules apply to the construction and repair of new or existing buildings, or other structures, upon real J property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the State of Washington; water mains 2016 Asphalt Overlays/Araucto 1 - 17 January 27, 2016 A Project Numbers: 15-3001, 15-3003, 09-3006 r� and their appurtenances; sewers and sewage disposal systems unless those sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power L distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of the street or road lighting r system; and installing or attaching of any article of tangible personal property in or to real property, whether or not this personal property becomes a part of the realty by virtue of installation. For work performed in these cases, the Contractor shall collect from the City, retail sales tax on the full contract price. The City will rr automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit Bid Item prices, or in any other contract amount subject to Rule 170, with the following exception. L Exception: The City will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, L machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit Bid Item prices or in any other contract amount. L. 1-07.2(4) Services r L-.,. The Contractor shall not collect retail sales tax from the City on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 224). L SECTION 1-07.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING: F_ L. 1-07.6 Permits and Licenses The City has obtained the following permits: L None for Schedule I and 11 For Schedule I I I Only- Narita Levee Overlay: L • Mitigated Determination of Non-Significance: ENV-2012-1/ENV- 2012-1 (M).RSPA-2040854 7 • Washington State Department of Fish and Wildlife Hydraulic Project Approval: Control Number 126629-2 • City of Kent Shoreline Substantial Development Permit (SDP) 1050: r Local Permit SMA-2012-2; RPSP-2120135; RPP3-2120176 L • City of Kent Shoreline Conditional Use Permit 333: Local Permit SMA-2012-2; RPSP-2120135; RPP3-2120176 r • NPDES Construction Stormwater General Permit: WAR-125724 L Contractor shall obtain, at its sole cost, all other permits required to r complete this project. L A copy of each permit and/or license obtained by the Contractor shall F be furnished to the City. Approved permits shall be furnished to the City L upon completion of the project and prior to final acceptance. r 2016 Asphalt Overlays/Araucto 1 - 18 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L. } The Contractor shall promptly notify the City in writing of any variance in the contract with the laws, ordinances, rules, regulations, and orders. SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH. 1-07.9(1) General _, The wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City A does not award the Contract within six months of the bid opening. The City will not adjust the Contractor's bid in the event the State or Federal Government adjusts the prevailing wage rates after the Bid Opening Date. SECTION 1-07.13(3) IS DELETED IN ITS ENTIRETY. 1-07.13(3) Relief of Responsibility for Damage by Public Traffic SECTION 1-07. 13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.13(4) Repair of Damage The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. Alternatively, the Engineer may elect to accomplish repair by other means; however, the Contractor shall pay for these repairs and the City may deduct these repair costs from monies due or to become due the Contractor. No payment will be made for delay or disruption of work. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO _, THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. J SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: J 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a 2016 Asphalt Over lays/Araucto 1 - 19 January 27, 2016 „ ,, Project Numbers: 15-3001, 15-3003, 09-3006 r- record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified ' in RCW 19.122 are incidental to the contract and are the responsibility L of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- L_- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. ' 1-07.17(5) Notification of Excavation r Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will L occur, and when excavation will occur. 1-07.17(6) Site Inspection L.. Contractor warrants and represents that it has personally, or through 7 its employees, agents and/or subcontractors, examined all property L. affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. �. The following list of contacts is provided only as a convenience r- to the Contractor. It may not be accurate and may not constitute L, a complete list of all affected utilities. s-. Centur L�ink Comcast L Jason Tesdal Jerry Steele 206-345-3488 253-288-7532 F 203-683-4242 (cell) 206-391-1763 (cell) L_ Puget Sound Energy Verizon r. Chang Pak Brad Landis L 253-395-6988 425-201-0901 253-449-6735 (cell) 425-766-1740 (cell) r- L SECTION 1-07. 18 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.18 Public Liability and Property Damage Insurance L Refer to the insurance requirements in the project Contract, which F constitute the Contractor's insurance requirements for this project. r` 2016 Asphalt Overlays/Araucto 1 - 20 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction a are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. J The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW A SECTION: 1-08.0 Preconstruction Conference J The Engineer will furnish the Contractor with up to five copies of the Contract. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2016 Asphalt Overlays/Araucto 1 - 21 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r L, 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items not previously required to be provided. r- 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) '- 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all L subcontractors. F- SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: L 1-08.4 Notice to Proceed, Prosecution and Hours of Work F- L Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in L writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer, and no r` earlier than the work date specified. L The Contractor shall not begin onsite work on James Street before August 1 . 2016 unless an earlier start date is authorized in writing by the Engineer. All paving operations on James Street shall be completed no later than August 26, 2016. The Engineer will provide a minimum of 10 calendar days written notice for the date identified as the first working day. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) L specified in the Contract. F- Except in the case of emergency or unless otherwise approved by the L Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 7:00 r- pm. Monday through Friday, unless otherwise specified in the Kent 2016 Asphalt Overlays/Araucto 1 - 22 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 l._ J Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 7:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining J property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. J The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor J reimbursement for overtime of City employees. 1 . If locate work is required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030, the City will bill the Contractor for the work. Such billing may be at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 2016 Asphalt Overlays/Araucto 1 - 23 January 27, 2016 a Project Numbers: 15-3001, 15-3003, 09-3006 r L 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the �- convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources L or for other reasons beyond the City's control. r The original and all supplemental progress schedules shall not conflict L with any time and order-of-work requirements in the contract. r If the Engineer deems that the original or any necessary supplemental L progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the L Engineer. The Engineer's acceptance of any schedule shall not transfer any of the L Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules ' to ensure completion of the work within the times specified in the L contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND L. REPLACING WITH THE FOLLOWING: r 1-08.5 Time for Completion L Contract time shall begin on the date stated in the written notice 7 provided to the Contractor. In no case shall the beginning of contract L time be prior to June 1 , 2016 or later than June 27, 2016. F SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH AND SIXTH L PARAGRAPHS AND REPLACING WITH THE FOLLOWING: I-- 1-08.6 Suspension of Work L If the performance of all or any part of the Work is suspended, for an F unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time r- 2016 Asphalt Overlays/Araucto 1 - 24 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L J specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the -� cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension, if (1) the performance would have been suspended, by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended, for an unreasonable period of time and such suspension, is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. J SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. J SECTION 1-08.8 IS REVISED BY DELETING PARAGRAPHS 1 THROUGH 3 AND REPLACING THEM WITH THE FOLLOWING: 1-08.8 Extensions of Time The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The request shall be limited to the change in the critical path of the Contractor's schedule attributable to the change or event giving rise to the request. To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable the Engineer to ascertain the basis and amount of the time requested. The Contractor shall be responsible for showing on the progress schedule that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such impact, and (2) could not have been avoided by resequencing of the work or other reasonable alternatives. J The reasons for and times of extensions shall be determined by the Engineer, and such determination will be final as provided in Section J 1-05.1 . ITEM 1 IN PARAGRAPH 7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1 . Failure to obtain all materials and workers. 2016 Asphalt Overlays/Araucto 1 - 25 January 27, 2016 .� Project Numbers: 15-3001, 15-3003, 09-3006 r. L. 1-09 MEASUREMENT AND PAYMENT r- SECTION 1-09.2(1) IS REVISED BY REPLACING "TRUCKS AND TICKETS" L' WITH THE FOLLOWING: 1-09.2(1) General Requirements for Weighing Equipment L 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 r- 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 . Ticket serial number (this is already imprinted on the tickets). 2. Identification number of truck/truck trailer. r- 3. Date and hour of weighing. 4. Type of material. 5. Weight of load. The weighman shall record the gross weight and net weight, except where the scale has a tare beam and the net weight can be read directly. In such case, only net weight need be recorded on the ticket. 6. Weighman's identification. L 7. Contract number. 8. Unit of measure. 9. Legal gross weight in Remarks section. L 10. Location of delivery. The vehicle operator shall deliver the ticket in legible condition to the L material receiver at the material delivery point. SECTION 1-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 1-09.5 Deleted or Terminated Work F7 The bidders and Contractor should note that in the case the total project bid exceeds that anticipated by the City, the City reserves the right to delete portions of the work to avoid re-bidding of the project. The City does fully intend to award and construct the entire project or that portion thereof which can be covered by budgeted funds. Deletions would be made if bids exceed available funds, if weather conditions are poor, or for City resource constraints. r- Deletions of any particular project location (in part or whole) may be L based on the quantities listed in Supplemental Information A-3 and following priority schedule: �- r r- 2016 Asphalt Overlays/Araucto 1 - 26 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L Deletion Schedule Street Street From To Order* Section 250 ft E of 100 1 1 JS-3 James Street Ave SE to 104 104 Ave SE - Ave SE Mountain View Place (SE 274 St, _ 2 11 SW-5 125 Ct SE, 124 PI All Street All Street SE, SE 275 Pl, 126 PI SE, SE 273 PI 3 11 SW-5 S 236 St Lakeside Blvd E 64 Ave S 4 11 SW-4 Lakeside Blvd E W James St S 236 St J 5 11 SW-3 SE 249 St 300' North of SE 148 Ave SE 254 PI 6 11 SW-2 116 Ave SE SE 256 St SE 248 St S 253 St / S 254 7 II SW-1 St (including 43rd S 252 PI Lake Fenwick PIS and 42"dPIS) Rd 8 I JS-2 James Street 98 Ave SE 250 ft E of 100 Ave SE -• 180 ft W of 9 1 JS-1 James Street 98 Ave SE Jason Ave N 10 111 Narita Narita Levee Per Plan Per Plan *Note: Smaller deletion order number may be deleted first and may vary from each Schedule. Deletion order is subject to revision by the City of Kent SECTION 11-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part ' of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1 . The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned J facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. 1 2016 Asphalt Overlays/Araucto 1 - 27 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r L SECTION 1-09. 11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: F 1-09.11(3) Time Limitations and Jurisdiction L This contract shall be construed and interpreted in accordance with the r laws of the State of Washington. The venue of any claims or causes of L action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. r For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the r- City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within r the time period provided shall be a complete bar to any such claims or causes of action. r~ It is further mutually agreed by the parties that when any claims or L causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed L necessary by the City to assist in evaluating the claims or actions. r SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: L 1-09.13 Final Decision and Appeal F L All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and F any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to F the Contractor's right to seek an appeal of the City's decision. The City's L decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by r filing suit exclusively under the venue, rules and jurisdiction of the L Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. L 1-10 TEMPORARY TRAFFIC CONTROL r SECTION 1-10.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-10.1 General r L The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the City. The r Contractor shall erect and maintain all construction signs, warning L 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 r the Contractor's operations that may occur on highways, roads, streets, L sidewalks, pedestrian paths, or bicycle paths. No work shall be done 2016 Asphalt Overlays/Araucto 1 - 28 January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 L ,.J on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans. SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 a 1-800-521-0778 or206-382-4090 The Northwest Laborers-Employers Training Trust .. 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 .J 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.3(3)A Construction Signs Payment for setup and take down of construction signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1-10.3(1) of the WSDOT Standard Specifications, and for transportation described in Section 1-10.3(2) of the WSDOT Standard Specifications when there is a contract price for "Traffic Control Vehicle." SECTION 1-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW -, SECTION: 1-10.3(3)L Temporary Traffic Control Devices _J When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. 2016 Asphalt Overlays/Araucto 1 - 29 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: L 1-10.5 Payment Payment will be made in accordance with Section 1 -04.1, for the Li following bid items when they are included in the Proposal: r� The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section 1-10.30) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, L and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. �- The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor LJ duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control L; Labor". F The lump sum contract price for "Temporary Traffic Control Devices" I_ shall be full pay for providing the work described in Section 1 -10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item r. "Temporary Traffic Control Devices" will be made as follows: L_: 1 . When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. L., 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total ' job progress as determined by progress payments. L The unit contract price for "Portable Changeable Message Sian (PCMS)" I7- per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the r. WSDOT Standard Specifications. Relocation of the PCMS within the , project limits will be paid under the item "Traffic Control Labor." IY' The unit contract price for "Operating Agency Supplied Portable L. Changeable Message Sian (PCMS)" per day shall be full pay for all costs for transporting, initial installation within the project limits, maintaining and removing Agency supplied PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. This item includes transporting the PCMS from and to the City Maintenance Shop �. located at 5821 South 240th Street (Tel: 253-856-5600). The PCMS L- shall be maintained undamaged and in good working condition. 2016 Asphalt Over lays/Araucto 1 - 30 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L. J Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." The unit contract price for "Sequential Arrow Sian (SAS)" per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Traffic Control Labor." When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special J Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The _a Contractor shall estimate these costs based on the Contractor's contemplated work procedures. _ When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1 . The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the . detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(3) of the WSDOT Standard Specifications. J J 2016 Asphalt Overlays/Araucto 1 - 31 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 F p I V I S I ON 2 - EARTHWORK L r 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS L SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 2-02.1 Description r This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: r 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, sidewalks, and curbs the Contractor shall: r- 1 . Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless . otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into 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 embankment or any structure. F_ 3. Make a vertical saw cut between any existing pavement, sidewalk, L or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and L at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. r 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. L 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion L of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, r pavement or curb shall be removed to the next expansion joint. L SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: r L 2-02.5 Payment r- Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: r The unit contract price per square yard for "Remove Existing Asphalt L Concrete Pavement" constitutes complete compensation for all labor, 2016 Asphalt Overlays/Araucto 2 - 1 January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 L_ materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 6 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: _J (square yards) x aruml dsuth Ir IrrcW = quantity 6(hshat For example, if the Contractor encounters pavement to be removed which is 8 inches thick and 100 square yards then the quantity would be: 100' x 6 = 133 S.Y. No other adjustment shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. , The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. The unit price contract price per lineal foot for "Saw Cut Existing Asphalt Concrete Pavement" constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement J to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is J thicker than 6 inches, it shall be paid according to the following formula: (length) x =Veldart In Incha: = quantity 6 Inchna -J For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: length x a = 133 LF. No other adjustment shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. J 2016 Asphalt Overlays/Araucto 2 - 2 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r 2-03 ROADWAY EXCAVATION AND EMBANKMENT L SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: r- L 2-03.3(7)C Contractor-Provided Disposal Site r The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. L Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. r i� SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: r 2-03.3(14)D Compaction and Moisture Control Tests L Maximum density will be determined by the Modified Proctor Method r ASTM D-1557. L All compaction tests if required will be performed by the City. F L. 2-06 SUBGRADE PREPARATION SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE L FOLLOWING: 2-06.3(1) Subgrade for Surfacing L 6. The prepared subgrade shall be compacted in the top 0.50 foot to r 95 percent of maximum dry density per ASTM D-1557 for a cut L section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the L maximum density. r SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 2-06.5 Measurement and Payment r L The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. r L r- L 2016 Asphalt Over lays/Araucto 2 - 3 January 27, 2016 F Project Numbers: 15-3001, 15-3003, 09-3006 L 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. .J a _a 2016 Asphalt Overlays/Araucto 2 - 4 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r- DIVISION 4 - BASES ) r DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: L: 4-03 GRAVEL BORROW r 4-03.1 Description ` r This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 4-03.2 Materials r Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: r Gravel Borrow .......................... 9-03.14(1) F_ 4-03.3 Construction Requirements L Gravel borrow shall be uniformly spread upon the prepared subgrade to r the depth, width, and cross-sections shown in the plans. Construction L methods used shall meet the appropriate requirements of Section 4-04.3. r L. 4-03.4 Measurement r Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. L 4-03.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid item when they are included in the Proposal: The unit contract price per ton for "Gravel Borrow, Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, F_ finish grade, and compact the gravel borrow as shown on the plans and L. described in the specifications. This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, . and other excavation backfill and compaction unless otherwise noted. L_ L 2016 Asphalt Overlays/Araucto 4 - 1 January 27, 2016 F Project Numbers: 15-3001, 15-3003, 09-3006 L ' 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements _J -� SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a --' result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment The unit contract price per ton for "Crushed Surfacing Top Course, 5/8 Inch Minus" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and .J described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. J _J 2016 Asphalt Overlays/Araucto 4 - 2 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r- DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS r, NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. iL Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all L appropriate tests specified herein for the type of utility prior to paving. r 5-04 HOT M I X ASPHALT SECTION 5-04.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: ,- 5-04.1 Description L Section 5-04 of the WSDOT Standard Specifications is modified per the r APWA / WSDOT GSP as included, except as modified herein. L F SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 5-04.2 Materials r ESAL's L' The number of ESAL's for the design and acceptance of the HMA on F James Street / SE 240 St and 116 Ave SE shall be *** 10 *** million. L The number of ESAL's for the design and acceptance of the HMA on the F remaining Street Sections in the contract shall be *** 3 *** million. SECTION 5-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: F 5-04.3(7)A Mix Design L. The City at its option may approve a current WSDOT approved mix design, Class 1/2" in place of performing a mix design, provided, L however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping r compound shall be added to the asphalt material in accordance with L Section 9-02.4. If the City is not satisfied with the mix submitted, a full mix design will be performed. The City is not required to justify to the r Contractor its decision to perform a mix design. The City reserves the '- right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING: r— 5-04.3(8)A Acceptance Sampling and Testing L Acceptance Sampling and Testing shall be as follows: r 2016 Asphalt Overlays/Araucto 5 - 1 January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 L 1. Asphalt Cement and Gradation: Extraction tests shall be taken every 500t tons as determined by the Engineer or each day whichever is less. -J 2. The Engineer is not precluded from taking more tests above if ry deemed necessary. 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. a SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing Asphalt concrete Class 1/2" shall be compacted in lifts not to exceed 3 inches except that the final lift shall not exceed 2 inches unless approved by the Engineer. The minimum compacted depth of Class B asphalt concrete shall be 1-1/2 inch. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. - SECTION 5-04.3(10) 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)B IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(1 O)B Control For Asphalt Concrete, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater A than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. 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. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. l 2016 Asphalt Over lays/Araucto 5 - 2 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L_, Control lots not meeting the minimum density standard shall be r removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. L. Cores used to check density will be approved only when designated by r the Engineer. 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 compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 r- percent of the maximum density determined by WSDOT Test Method 705). HMA Class 3/8 inch PG 64-22 preleveling mix shall be compacted to 92 L. percent of the maximum density. r- In addition to the randomly selected locations for tests of the control L 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 reading. These additional tests shall not impact the L compaction evaluation of the entire control lot. F. SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: L-• 5-04.3(12) Joints ' L.: The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. L, HMA utilized in the construction of the feathered connections shall be 7 modified by eliminating the coarse aggregate from the mix at the L., Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. r- L The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a r temporary HMA wedge in accordance with Section 5-04.3(12)A across L_ the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. L. SECTION 5-04.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 5-04.3(14) Planing Bituminous Pavement r Planing operations shall be performed no more than 7 calendar days L ahead of the time the planed area is to be paved, unless otherwise allowed by the Engineer in writing. L. 2016 Asphalt Over lays/Araucto 5 - 3 January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 ' SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 5-04.3(21) Temporary Pavement Temporary pavement including trench patches shall be installed where specified by the Engineer. 5-04.3(22) Pavement Reinforcement The Contractor shall install pavement reinforcement interlay grid at the locations and to the dimensions shown on the Plans and as directed by -J the Engineer. The interlay grid shall be placed on existing asphalt or concrete pavement to be overlaid with HMA mix specified in the contract. CONSTRUCTION REQUIREMENTS All equipment, tools, and machines used in the performance of the work shall be subject to the approval of the Engineer and shall be maintained in satisfactory working condition at all times. Equipment for surface cleaning shall be capable of effectively removing oil, grease, dust, dirt or other objectionable materials from the pavement. Application equipment shall consist of suitable brooms and distributor as required. The distributor shall have a capacity of not less than 1,000 gallons and shall be so designed, equipped, maintained and operated that asphalt _J material of an even heat shall be uniformly applied at the required rate. It shall be insulated and equipped with an adequate heating device. It shall be equipped with a 10-foot spray bar with extensions, pressure _J pump and gauge, with a volume gauge so located as to be observed easily by the inspector from the ground, a tachometer to control accurately the speed and spread of asphalt, and two thermometers, one _J to be installed permanently in the tank to indicate temperature of the asphalt at all times. The power for operating the pressure pump shall be supplied by an independent power unit which will develop a J minimum of 25 pounds per square inch pressure at the spray bar. The Contractor shall not begin application of the interlay grid until he has demonstrated, to the satisfaction of the Engineer, that all labor, equipment, and materials necessary to apply the interlay grid are either on hand or readily available. J MATERIALS Pavement reinforcement interlay grid shall be an engineered multi-axial composite paving grid interlayer constructed of uncoated, multi- directional, continuous strand, high strength fiberglass fibers, bound to a carrier that when properly saturated with hot asphalt binder forms a moisture barrier and provides multi-directional tensile conforming to the following test methods and physical properties: 2016 Asphalt Overlays/Araucto 5 - 4 January 27, 2016 J Project Numbers: 15-3001, 15-3003, 09-3006 r_1 Table 2.01 A - Multi-Axial Composite Pavinq Grid Nominal Properties ASTM Test Avg. Roll Property Method Units Value Tensile Strength @ 00 Tensile Strength 0 900 D6637 459(80) 'Tensile Strength 0 450 Method A Ibs/in (kN/m) 'Tensile Strength 0 - 450 modified r-ry Elongation at Max Load % < 3.0 Melting Point (glass) D276 OF (°C ) 752- (400- Asphalt Retention D6140 gal/yd2 (liters/ 17 (0.8) r L Mass per Unit Area D5261 oz/ d2 ( /mz) 16 (452} Glass by Weight % 85 r In paving applications, bias angle tensile strength can be a factor in mitigating multi- directional crack propagation, Tested according to ASTM D6637 to determine Tensile Strength values of the continuous strand fiberglass filaments r The paving grid shall conform to all design and nominal performance L properties of TenCate Mirafi PGM G4 paving grid, manufactured in USA as listed above. All other submittals will be rejected unless received f along with independent confirmation of the material values and L approved by project engineer at least 2 weeks prior to bid date Fi STORAGE L_ , The paving interlayer rolls shall be labeled, with a durable label indicating manufacturer, product name or style number, roll and lot F7 number, and roll dimensions shall be attached to each roll. L✓ The paving interlayer rolls shall be delivered and handled in a manner F to prevent damage and shall be inspected for defects and damage prior Lam, to use. The paving interlayer shall be stored in a dry covered condition, free L, from dust, dirt, off the ground, flat to prevent bowing, protected from precipitation, ultraviolet radiation, strong chemicals, sparks and flames, r temperatures in excess 71 °C (160 OF) and other environmental L condition that could cause damage. I- WEATHER AND MOISTURE LIMITATIONS L Work shall not be done during wet weather conditions nor when the pavement and ambient air temperatures are below 50°F. The pavement r shall be surface-dry at the time of the application of the asphalt. L SURFACE PREPARATION F All areas of base failure shall be remove and replaced to acceptable L industry standards for the specific traffic loads and condition of the project. r L Preleveling, if necessary, shall be done prior to placing paving interlayer. The pavement surface shall be free of all foreign materials such as dirt, grease, etc. Prior to applying the asphalt, all dust and L loose material shall be removed from the pavement surface with 2016 Asphalt Overlays/Araucto 5 - 5 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L compressed air. Existing cracks shall be filled as specified elsewhere under "Crack Sealing." In an overlay or milled surface application, repair all failed pavement areas prior to installation of the paving interlayer. Fill all cracks 1/a" or greater with approved material. Immediately prior to placement of paving interlayer, the pavement surface shall be dry, cleaned of anything that would interfere with adhesion, for E.g., vegetation, moss, dirt, gravel or water. A leveling or "scratch" course is recommended when road surface is not acceptable and shall be of proper gradation and sufficient thickness to achieve a smooth, level surface with no gaps greater than 1/a" depth and width or be acceptable to the project engineer. A finish grind may be used as an alternative to an asphalt leveling course being placed, when you can achieve the final surface texture has no cracks, gaps or vertical angles greater the 1/a" depth and width or be acceptable to the project engineer. In all cases the surface must be clean and dry and the application rate of the Hot PG grade asphalt binder shall be increased to insure complete interlayer saturation and bonding. a INSTALLATION A. Apply the paving interlayer grid in a hot PG graded asphalt binder. Asphalt Emulsion is NOT acceptable for placing paving interlayer due to time delay for it to break and the difficulty in insuring quality as installed. J B. Asphalt Binder 1 . A hot asphalt binder shall be applied to saturate the paving interlayer (min. to be the asphalt retention rate) plus amount needed to bond to existing surface and the new overlay. The asphalt binder to be used shall be PG 64 —22 or higher. Sustained ambient temperatures (above 900) may require a J stiffer binder gradation like PG70 —22 or higher to improve set time and reduce risk of grid pick-up under construction traffic. J 2. The hot asphalt binder shall be applied at a rate of 0.18 to 0.20 gal./SY on a new HMA leveling surface. On an old smooth surface or a clean fine milled surface apply hot asphalt binder at a rate-of 0.19 and 0.21 gal./SY or as recommended by the paving interlayer manufacturer or as directed by the Engineer. 3. The hot asphalt binder shall be applied by a distributor truck in a smooth uniform manner at as low a temperature as is possible to achieve the right application rate, depending on ambient and road surface temperatures and type of PG asphalt binder used. Target 177 °C (350 °F) or below in most cases. Spray application shall extend four (4) inches wider than width of a paving interlayer on lap side. 2016 Asphalt Overlays/Araucto 5 - 6 January 27, 2016 A Project Numbers: 15-3001, 15-3003, 09-3006 r C. The paving interlayer shall be installed with equipment in good ' working order that is capable of installing the grid without wrinkles or manually as needed and recommended by manufacturer. t_. 1 . Initial alignment of the interlay grid is very important, since the grid direction cannot be changed appreciably without causing wrinkles. If the alignment of the interlay grid must be changed, the grid shall be cut and realigned, overlapping the previous material and proceeding as before. L 2. If manual lay-down methods are used, the composite paving grid shall be unrolled, aligned, and placed in increments of r approximately thirty (30) feet or as project engineer suggest. 3. The material shall be placed flat and wrinkle-free. The paving 71 interlayer installation may require hand brooming as necessary to eliminate ripples that may occur during installation. 4. To ease installations around curves, the paving grid can be L placed in shortened lengths by mechanical equipment or by hand. L 5. Paving interlayer shall be lapped two (2) to four (4) inches longitudinally and two (2) to four (4) inches transversely. F Transverse laps shall be in the direction of the asphalt concrete L: overlay placement insuring hot asphalt binder is placed under the overlap. The interlay grid shall be neatly cut and contoured at all joints. 6. Brooming of paving interlayer is required to insure adequate r-, adhesion into the hot asphalt binder. If the interlayer wrinkles more than 1" height during installation, the wrinkle shall be cut and lapped in the direction of paving. L.. 7. Paving interlayer to be installed with the glass grid facing down to existing surface. 8. Turning of construction equipment and other vehicles shall be gradual and kept to a minimum to avoid damage to the paving interlayer. If excessive heat, overspray, or turning cannot be L eliminated then spreading small quantities of HMA or clean blotting sand onto the interlayer may be required in the affected area. Excess blotting sand shall be removed before installing HMAC over the interlayer. r- 9. After installing the paving interlayer, the pavement may be L opened to traffic at the contractors/engineers discretion. Caution: Parking on the installed paving grid prior to final overlay for r° extended periods could cause damage to the grid. . 10.Paving interlayer should never be installed when it or the F pavement surface is wet. 2016 Asphalt Overlays/Araucto 5 - 7 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L 11 .Minimum HMA overlay thickness specified is 2", but in no case be less than 1 .5" thick and should be in accordance with the Asphalt Institute (AI) guidelines. J 12.The Contractor shall not place more interlay grid on the roadway than can be overlaid the same day with Hot Mix Asphalt. No grid, -' except that which is required for normal lapped joints, shall be exposed to traffic. 13.In the event of breakdown of the paving operation, the interlay grid which has not been overlaid shall be dusted with sand to break the tackiness of the sealant so traffic does not pick up the grid. The application rate shall uniformly dust the roadway as approved by the Engineer. More than one application of sand may be required. Before placing the asphalt concrete, the grid surface shall be broomed to remove the excess sand as directed by the Engineer. The sand shall meet the graduation requirements of the Section 9-03.1 (2)B of the WSDOT Standard Specifications. WORKMANSHIP AND QUALITY CONTROL A Technical Representative for the manufacturer of the paving interlayer shall be on the project to work with the Contractor's personnel and to provide the necessary technical assistance to ensure the satisfactory placement of the interlay grid and HMA overlay. The representative shall not leave the project until the Engineer is satisfied that the Contractor has a full understanding of what is required to place the interlay grid satisfactorily. 1. Daily, the Contractor shall certify that interlayer was installed per J plans and specifications and confirm, by weight tickets and measuring asphalt used, that the hot asphalt binder usage equates to the specified amount for proper interlayer saturation and bonding. 2. Hot asphalt binder application rate shall not be reduced without the Engineer's approval. J 3. Certification of compliance from the binder supplier shall be provided for each load of hot asphalt binder delivered to the jobsite, showing J the type and quality of material delivered. 4. The Contractor shall provide satisfactory confirmation to the Engineer, for each Street Section, showing the total quantity of asphalt binder installed, at the proper application rate as published by the manufacturer. SECTION 5-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.4 Measurement Pavement Reinforcement Interlay Grid will be measured by the square yard for the surface area, which is satisfactorily covered, sealed and accepted. 2016 Asphalt Overlays/Araucto 5 - 8 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r L_j PG Tack for Pavement Reinforcement will be measured by the gallon of r, material for the installation of Pavement Reinforcement Interlay Grid, which is properly applied, satisfactorily confirmed proper application L` rate with required documentation, and accepted by the Engineer. r SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: rr 5-04.5 Payment > Payment will be made in accordance with Section 1 -04.1, for the following bid items when they are included in the Proposal: The unit contract price per ton for "HMA Class 1/2", PG 64-22" shall be full pay for all costs of material, labor, tools and equipment necessary L for furnishing, installing and finishing the asphalt for driveways, permanent utility patches, sidewalk ramps, and other areas at the locations shown on the plans, as specified herein and as directed by the Engineer. The cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. r_. The quantity of asphalt material shall not be reduced by the quantity of anti-stripping additive. The unit contract price per square yard for "Planing Bituminous L Pavement" constitutes complete compensation for all materials, tools, equipment and labor necessary or incidental to plane/grind, clean, sweep, haul, stockpile or dispose of the asphalt concrete pavement as L specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. L. Payment shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. The unit contract price per square yard for "Pavement Reinforcement r Interlay Grid" constitutes complete compensation for furnishing all labor, materials, tools, equipment, and incidentals for performing the work involved in cleaning the surface to be sealed, furnishing and placing the interlay grid and sand, sand removal, in accordance with the requirements of these specifications. r The unit contract price per gallon for "PG Tack For Pavement L Reinforcement" constitutes complete compensation for furnishing all labor, materials, tools, equipment, and incidentals for performing the work involved in furnishing, applying, and documenting application of L the material, in accordance with the requirements of these specifications. r- > F_ L 2016 Asphalt Overlays/Araucto 5 - 9 January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 I_ Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, -� either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA Cl. PG " "HMA for Approach Cl. PG "HMA for Preleveling Cl. PG "HMA for Pavement Repair Cl. PG ""Commercial HMA" "PG Tack for Pavement Reinforcement" The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cast. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: http://www.wsdot.wa.gov/Business/Construction/EscalationClauses.htm A The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be --, available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website for the period immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington or Eastern Washington as posted on the Agency website, depending on where the work is performed. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5% of the base cost. If the reference cost is greater than or equal to 105% of the base cost, then Adjustment for HMA = (Current Reference Cost — (1 .05 x Base Cost)) x (QHMA X 0.056) _a Adjustment for PG Tack= (Current Reference Cost — (1 .05 x Base Cost)) X (QTACK) If the reference cost is less than or equal to 95% of the base cost, then Adjustment for HMA= (Current Reference Cost — (0.95 x Base Cost)) x (QHMA x 0.056) 2016 Asphalt Overlays/Araucto 5 - 10 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r Adjustment for PG Tack= (Current Reference Cost - (0.95 x Base Cost)) X (QTACK)• {-; Where QHMA = total tons of all classes of HMA paid in the current L month's progress payment and QTACK = total gallons of PG Tack for Pavement Reinforcement paid in the current month's progress L payment. "Asphalt Cost Price Adjustment", by calculation. r- "Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR �- ENTIRETY. r-- 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction F- L F L, L: r L L: L. r' L r-" F" 2016 Asphalt Overlays/Araucto 5 - 11 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L _J D I V I S I ON 7 - DRA I NAGE STRUCTURES, STORM SEWERS SANITARY SEWERS, WATER MAINS AND CONDUITS 7-04 STORM SEWERS SECTION 7-04.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.1 Description This Work also consists of providing temporary drain access through select existing catch basing on James Street. THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: J 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........ 9-05.7(2) PVC Pipe.................................................... 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined) ............... 9-05.13 J SECTION 7-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3 Construction Requirements Temporary drain access, 6 inch wide, shall be cut through existing catch basins on James Street after planing of existing asphalt to provide temporary pathway for surface runoff to access the drainage system . The catch basins will be selected by the Engineer. J In no case shall sediment or contaminants be allowed to enter the City's drainage system. Upon completion of the overlay, the drain access shall be grouted and sealed. 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BYADDING THE FOLLOWING: J 7-04.3(1)A General J All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. J 2016 Asphalt Overlays/Araucto 7 - 1 January 27, 2016 J Project Numbers: 15-3001, 15-3003, 09-3006 7 L The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. L SECTION 7-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: r' L 7-04.4 Measurement Temporary Drain Access will be measured by the unit per each. L SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: r L.; 7-04.5 Payment The unit contract price per each "Temporary Drain Access" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to cut through existing catch basin and grouting and sealing the drain access after completion of the overlay. This also L; includes temporary removal and reinstallation of the catch basin frame and grate and miscellaneous items required to perform such work. ' L. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L: 7-05.3 Construction Requirements 7 L: All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall L submit proposed sealing product literature to the Engineer for acceptance, prior to use. F- L Manhole frame and covers shall be cast gray or ductile iron and shall comply with the following Kent Standard Plans as applicable: r L- 4-3 Standard Manhole Frame and Locking Cover r Catch basin grates and solid covers shall be ductile iron and of the ; locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-16 as applicable. r- L Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. r L SECTION 7-05.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: r- 7-05.3(1) Adjusting Manholes and Catch Basins to Grade L All existing manhole frame and cover on James Street shall be F;' temporarily removed and steel plates installed prior to planing the L existing pavement or as directed by the Engineer. v-- 2016 Asphalt Overlays/Araucto 7 - 2 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or that , even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. a All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. 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 frame plus two feet. The frame shall be placed on concrete blocks J and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. On the following day, the concrete, the edges of the asphalt concrete _J pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted 2016 Asphalt Overlays/Araucto 7 - 3 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 F, L 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 the existing pavement shall L, then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt r cement solidifies. L, SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: i� 7-05.5 Payment r "Adjust Existing Catch Basin Frame and Grate to Finished Grade" L "Adjust Existing Manhole Frame and Cover to Finished Grade" The unit contract price per each for the above items constitutes ' complete compensation for furnishing all labor, materials, tools, L supplies, and equipment necessary to furnish and install adjustment risers and adjust cover/grade to final finished grade as shown on the plans and described in the specifications. This work includes but shall L, not be limited to: referencing for future locates prior to overlay, excavating; backfilling; compacting; surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental. F 7-12 VALVES FOR WATER MAINS L. SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH r WITH THE FOLLOWING: L.: 7-12.2 Materials L; The following materials shall meet the requirements of the following sections of the Kent Special Provisions: ' L: Gate Valves...................................9-30.3(1) Valve Boxes ..................................9-30.3(4) r Valve Marker Posts.........................9-30.3(5) Valve Stem Extensions ...................9-30.3(6) 7 SECTION 7-12.3 IS SUPPLEMENTED BYADDING THE FOLLOWING: L: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. r^ SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: r L 7-12.3(2) Replace Existing Valve Box Top Section and Lid r- See Section 9-30.3(4) of the Kent Special Provisions for material L specifications. r- 2016 Asphalt Overlays/Araucto 7 - 4 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L. Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. Valve box top and lid scheduled to be replaced shall be removed prior to planing the existing pavement to allow safe use of the street by vehicles and pedestrians or as directed by the Engineer. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed, at which time the center of each structure shall be relocated from referenced previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed, at which time the center of each structure shall be relocated from referenced previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. J All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.4 Measurement Measurement of valve marker posts shall be incidental for new valve installations, and per each for valve marker post installed opposite an existing valve. Relocation and remarking of existing valve marker posts shall be incidental to the project. 2016 Asphalt Overlays/Araucto 7 - 5 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r L, SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: F' 7-12.5 Payment L Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per each for "Adjust Existing Valve Box Top Section and Lid to Finished Grade" constitutes complete compensation Li for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the valve box top to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any r adjustments made prior to the final finished elevation shall be . considered incidental to this bid item. Reference Kent Standard Plan 3-7M. L The unit price bid per each for "Replace Existing Valve Box Top Section and Lid and Adjust to Finished Grade," constitutes complete ' compensation for all labor, materials and equipment required to furnish L and install the valve box top and lid and adjust the top to final grade after the final lift of asphalt is placed. The costs of excavating, F removing and disposing of the existing valve box top and lid are L included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7M. 7 L L. L, h L, r L: L_. L: L 2016 Asphalt Over lays/Araucto 7 - 6 January 27, 2016 F� Project Numbers: 15-3001, 15-3003, 09-3006 L DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL _J SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01 .3(2)B and 9-14.2 Fertilizer ...............................8-01 .3(2)B and 9-14.3 Mulch and Amendments ..........8-01 .3(2)D and 9-14.4 _A Tackifier ...............................8-01 .3(2)E and 9-14.4(7) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. J Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and a down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for J additional working days for this project. 2016 Asphalt Overlays/Araucto 8 - 1 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 F' The Contractor shall provide the Engineer a minimum of two working L: days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond L the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. r- The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), r except as modified by the Kent Design and Construction Standards or �. these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once L of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. r~ The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including F Contractor construction support facilities, Contractor personnel parking L areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this r section shall relieve the Contractor from complying with other contract L. requirements. r SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 8-01.3(1)A Submittals r L. Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as F' necessitated by the work: L. 1 . Dewatering Plan r-' 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL ` L: SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: ' t_ 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1 . WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants prohibited 2016 Asphalt Overlays/Araucto 8 - 2 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit - WA Department of Ecology _J 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General J Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: J 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place -' within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to -' enter storm drains or other State waters. No processed waste water(s) 2016 Asphalt Overlays/Araucto 8 - 3 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r of any kind shall be discharged onto the ground, to surface waters, or L— to stormwater conveyance systems. SECTION 8-01.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: L 8-01.5 Payment F— L. The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to r construct, maintain, and remove when no longer required, this `j temporary erosion control measure. No other further compensation will be made. L. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01 .3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. L' 8-04 CURBS, GUTTERS, AND SP I LLWAYS r' L.. SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: r 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways L The Contractor shall use existing sidewalk, curb, and gutter as control. F L. If new curb and gutter flow line is found to be flowing incorrectly, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and L. replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: . 8-04.5 Payment L Add the following to Section 8-04.5 of the WSDOT Standard Specifications: r L "Pedestrian Curb" "Cement Concrete Curb and Gutter" The unit contract price per linear foot for the above items shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, r specifications and as directed by the Engineer. 8-09 RAISED PAVEMENT MARKERS r- SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: r— 8-09.1 Description L This work shall consist of furnishing, and installing new pavement r markers of the type specified in the plans upon the roadway surface in L accordance with applicable Kent Standard Plans and/or WSDOT 2016 Asphalt Overlays/Araucto 8 - 4 January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 ' Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. y Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-73 and/or 6-74. SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.3(1) Preliminary Spotting The Engineer will provide control points on James Street/SE 240th St at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. Preliminary spotting for each lane of raised pavement markers shall be provided at transition points required by Kent Standard Plan 6-73, RPM Substitution Patterns. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1 . Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.4 Measurement _J No specific measurement will be made for the removal of raised pavement markers. 2016 Asphalt Overlays/Araucto 8 - 5 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r SECTION 8-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L. 8-09.5 Payment L Removal of raised pavement markers, painted and plastic traffic markings shall be considered incidental to the various items of the contract. L 8-13 MONUMENT CASES r- L_ SECTION 8-13.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: r- 8-13.1 Description L This work also consists of adjusting existing monument case by placing r— risers with appropriate height and diameter to finished grade. The existing monument and casing shall not be disturbed. This work also includes referencing for future locates prior to construction activities. L. SECTION 8-13.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: r 8-13.2 Materials L Riser............................................ 9-22.1 r. L SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: r- 8-13.4 Measurement L- Measurement per each for "Adjust Existing Monument Case Cover to 7 Finished Grade" will be by the unit of each monument case cover L adjusted. r Measurement per each for "Install New Monument. Case and Cover to L, FinishedGrade" will be by the unit of each new monuments installed. r- SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: L 8-13.5 Payment F L Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: L The unit contract price per each for "Adjust Existing Monument Case Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary _ to adjust existing monument case cover to final finished grade as shown on the plans and described in the specifications by using the specified riser. This work includes but shall not be limited to: L referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to F the final finished elevation shall be considered incidental to this bid L item. Reference Kent Standard Plan 6-72aM and 6-72bM. 2016 Asphalt Overlays/Araucto 8 - 6 January 27, 2016 r- Project Numbers: 15-3001, 15-3003, 09-3006 L The unit contract price per each for "Install New Monument, Case and Cover to Finished Grade" constitutes complete compensation for -' furnishing all labor, materials, tools, supplies, and equipment necessary to install the new monument, case, and cover to finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, backfilling, compacting, surfacing and restoration. Reference Kent Standard Plan 6-72aM. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description a This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity -� to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After trowling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Sidewalk ramps shall be of the type specified in the plans. The detectable warning pattern shall have the truncated dome shape shown in the Standard Plans and may be formed by either embossing the wet concrete, adding a manufactured material after the concrete has cured, or installing masonry or ceramic tiles. When masonry or ceramic tiles are used, the Contractor shall block out the detectable warning pattern area to the depth required for installation of the tiles and finish the construction of the concrete ramp. After the concrete has set and the forms have been removed, the Contractor shall install the tiles using standard masonry practices. The two-foot wide detectable warning a pattern area on the ramp shall be yellow and shall match the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. 2016 Asphalt Overlays/Araucto 8 - 7 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r- Yellow masonry paint for precast curbs, Formula H-3-83, may be used L for truncated dome patterns embossed into the concrete surface. r- SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 8-14.5 Payment r Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk," per square yard "Cement Concrete Sidewalk Ramp Type Parallel A," per each"Cement Concrete Concrete Sidewalk Ramp Type Parallel B," per each L. "Cement Concrete Sidewalk Ramp Type Single Direction A," per each The unit bid per square yard or per each for the above items constitutes r complete compensation for all materials, labor, tools and equipment L. necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration L of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to 7' fulfill the requirements or as directed by the Engineer. Crushed L_- Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under F' separate bid items. Unit price shall also include all work necessary to L; discontinue sidewalk panels at locations of existing power poles. 8-20 ILLUMINATION TRAFFIC SIGNAL SYSTEMS AND ELECTRICAL L SECTION 8-20.1 IS REVISED AS FOLLOWS: F L, 8-20.1 Description F THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: L Unless otherwise noted in the plans, the locations of traffic signal poles, r controller cabinets, and street light standards are exact. The locations L> of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or r" similarly marked by the Contractor and approved by the Engineer. 8-20.3 Construction Requirements r L SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit L THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits r smaller than 2-inch electrical trade size shall not be used. No conduit L; 2016 Asphalt Overlays/Araucto 8 - 8 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L -' run shall exceed 225 degree total bends in any run without prior approval of the Engineer. J THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within junction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING THE WORDS"Galvanized steel conduit shall be installed at the following locations:" Item 1. Change to read "All State highway roadbed crossings" - Item 3. Contents are deleted, leaving it BLANK THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 12 foot centers. -J 2016 Asphalt Overlays/Araucto 8 - 9 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r ITEM 4 IS REVISED AS FOLLOWS: L 4. All content after the first sentence is DELETED. r L ITEM 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK r- SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO L THE END OF THIS SECTION: r Loop sealant shall be CrafcoTm Loop Detector Sealant 271, or approved L equal. Installation shall conform to the manufacturer's recommendations. L SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for I nduction Loops and Lead-I n Cable L SPECIFIED TESTS ARE REVISED AS FOLLOWS: F L Test B — A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. L Test C — A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. L SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: F L 8-20.5 Payment r The unit contract price per each for "6' Diameter Traffic Loop" L constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide and install a traffic loop F to the size and location shown on the drawings and in accordance with L the Kent Special Provisions and WSDOT Standard Specifications. The unit bid shall include but not be limited to: saw cutting the pavement; the first 30 lineal feet of lead-in wire, sealing; connect new wiring to L existing home run cable; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of L said item. Bid item shall also include any concrete curb and gutter cutting, sealing, and restoration needed for loop and wire installation. r L Note: The Contractor shall vacuum up all slurry produced during saw cutting for traffic loops and dispose of offsite in accordance with applicable regulations. , The unit contract price per lineal foot for "Additional Lead-In Wire" shall r be complete compensation for all labor, materials, tools, supplies and L equipment necessary to furnish and install the additional lead-in wire at the location shown on the plans and described in the specifications. r The unit bid shall include but not be limited to: saw cutting the L pavement; wiring; sealant; connect new wiring to existing home run 2016 Asphalt Overlays/Araucto 8 - 10 January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 L wire; testing and any additional labor, grinding to open and re-welding ry to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any concrete curb and gutter cutting, sealing, and restoration needed for loop and wire installation. NOTE: This bid item will be paid based on the lineal footage of saw cutting, regardless of the lineal footage or number of lead-in wire. Measurement begins after the first 30' of individual loop home run cable a and saw cut or after two or more loop wire/cuts are combined together to form a lead in. 8-22 PAVEMENT MARK 1 NG SECTION 8-22.1 IS REVISED AS FOLLOWS: 8-22.1 Description THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of pairs of parallel SOLID WHITE lines, 8-feet long as shown in Kent Standard Plan 6-75. THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb -, A SOLID YELLOW stripe,just wide enough to completely cover the concrete curbing. SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. All plastic markings shall be installed using Type A plastic material, except that Type B plastic material shall be used for bicycle lane symbols. Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied at a temperature between 375 °F to 450 °F (190 °C to 230 °C) and to the required thickness without excessive overspray, running or deformation of the edges. Type A plastic materials shall be capable of bearing traffic within 5 minutes after application, 10 minutes when pavement surface temperature is at or above 130 °F(54°C), and show -' no deformation or flaking at temperatures between —10 °F to 140 °F (- 23 °C to 60 °C). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. Type B plastic material shall have glass beads homogeneously blended throughout the material with a securely bonded protruding exposed layer of beads that provide immediate and required retroreflectivity. No 2016 Asphalt Overlays/Araucto 8 - 11 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r additional glass beads shall be needed to be dropped on the material L during application to obtain the required retroreflectivity. Type D plastic material shall meet the requirements of Section 9-34. L Glass beads shall be as recommended by the material manufacturer. r Raised Pavement Markers shall meet the requirements for Section 8- 09.2. r All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: L 8-22.3(1) Preliminary Spotting r L, The Engineer will provide control points on James Street/SE 240th St at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before beginning the placement of L pavement markings. For the remaining streets in the contract, the Contractor shall use existing curb, gutter, and/or sidewalk as control to assist in preliminary spotting of the lines before beginning the L placement of pavement markings. F The Contractor shall be responsible for preliminary spotting of the lines L to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines L shall be provided at transition points as required by Kent Standard Plan 6-74. r L: Approval by the Engineer is required before the placement of permanent pavement marking. ' L: SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: r' L 8-22.3(2) Preparation of Roadway Surfaces r The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 8-22.3(3) Marking Application F- L. The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from r freshly installed pavement markings until such time as the marking has L completely dried. Failure to ensure reasonable protection for the undried markings will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision L 2016 Asphalt Overlays/Araucto 8 - 12 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L J regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. J RPM Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. -M The second coat of paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. J SECTION 5-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3)B Line Patterns Double Solid Yellow Center Line - Two solid yellow lines, each 4 inches wide, separated by a 4-inch space. Single Solid Yellow Center Line - One solid yellow line, 4 inches wide, to delineate adjacent curb, barrier, etc. at select locations. __, Skip Center Line - A broken yellow line 4 inches wide. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Skip center stripe may be used as centerline delineation on select two way highways and streets. -� Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches wide, with a broken yellow line 4 inches wide, separated by a 4-inch space. The broken pattern shall be based on a 40-foot unit consisting a of a 10-foot line and a 30-foot gap. The solid line shall be installed to the right of the broken line relative to the direction of travel and for each direction of travel. Skip Lane Line - A broken white line 4 inches wide to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Gore / Wide Line - A solid white line 8 inches wide used for delineation at ramp connections, to separate left and right turning movements from through movements, to separate high Occupancy Vehicle (HOV) lanes from general purpose lanes, for traffic islands, hash marks, chevrons, and other applications. Wide Dotted Line - A broken white or yellow line, 8 inches wide, matching color with its associated solid or broken line. The dotted pattern shall be based on an 8-foot unit consisting of a 2-foot line and a .a 6-foot gap. Dotted Line - A broken white or yellow line, 4 inches wide, matching color with its associated solid or broken line, an extension of an edge line, lane line, or centerline used at exit ramps, intersections, horizontal curves, multiple turn lanes, and other locations where the direction of travel for through traffic is unclear. The dotted pattern shall be based on a 6-foot unit consisting of a 2-foot line and a 4-foot gap. 2016 Asphalt Overlays/Araucto 8 - 13 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 7 L Edge Line / Solid Lane Line - A single solid white line 4 inches wide 7 used for road edge and lane delineation, bike lane delineation, adjacent lanes traveling in the same direction or bus pull-outs. L Bike Lane Line - A solid white line 8 inches wide that is used to delineate a bike lane adjacent general purpose lanes. Dotted Bike Lane Line - A dotted white line 8 inches wide with the r dotted pattern based on an 8-foot unit consisting of a 2-foot line and a 6-foot gap. Bike Lane Dotted Line is used to discontinue a Bike Lane Line in advance of right-turns at major intersections or corresponding with transit stops. Curbing Painting — Existing traffic curbing shall be painted with one F_ full coat of paint. The paint can be applied by brush or spray on all side of curbing visible to vehicular traffic. The Contractor shall install glass traffic paint beads sprinkled in the wet paint at the rate of 12 pounds per 100 linear feet of curbing. The beads shall conform to the L requirements of Section 9-34.4. SECTION B-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4). SECTION B-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: L 8-22.3(6) Removal of Pavement Markings r L Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The F_ pavement marking shall be obliterated until blemishes caused by the L pavement marking removal conform to the coloration of the adjacent pavement. L Painting is not an acceptable method for obliteration or removal of pavement markings. Only hydroblasting equipment will be allowed for the removal of pavement markings. Vacuum shrouded equipment, or L other equally effective means, shall be used to contain and collect all debris and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology or L other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated r marking. L Where the project involves overlay or pavement, paint stripes do not F have to be obliterated unless specifically called for on the Project Plans, L or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed F prior to any overlay of pavement or where the roadway is being L rechannelized or where specified on the Plans. Also see Section 2016 Asphalt Overlays/Araucto 8 - 14 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 L 8-09.3(1) of the Kent Special Provisions. The City has not shown the existing pavement markings on the plans. -' The bidder shall visit the site to determine the extent, location and type of items to be removed. -A SECTION 8-22.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.4 Measurement Center line, center line with no pass line, double solid line, double lane line, edge line, solid line, skip line, dotted lane line, dotted extension line, lane line, reversible lane line, and two-way left-turn center line will be measured by the completed linear foot as " Paint Line". A The measurement for " Paint Line" will be based on a marking system capable of simultaneous application of three 4-inch lines with two 4-inch spaces. No deduction will be made for the unmarked area _J when the marking includes a broken line such as center line, dotted extension line, center line with no-pass line, lane line, reversible lane line, or two-way left-turn center line. No additional measurement will A be made when more than one line can be installed on a single pass such as center line with no-pass line, double center line, double lane line, reversible lane line, or two-way left-turn center line "Solid Profiled Plastic Wide Lane Line" "Solid Plastic Wide Lane Line" "Solid Plastic Bike Lane Line" The measurement for the above items will be based on the total length of each plastic line installed. No deduction will be made for the unmarked area when the marking includes a broken line such as, wide broken lane line, drop lane line, or wide dotted lane line. The measurement for double wide lane line will be based on the total length of each wide lane line installed. "Double Solid Profiled Plastic Line" "Double Solid Plastic Line" "Skip Profiled Plastic Line" "TWLTL Profiled Plastic Line" "TWLTL Plastic Line" The measurement for the above items will be based on the total length of each 4 inch wide plastic line installed. No deduction will be made for the unmarked area when the marking includes a broken line such as, center line, dotted line, dotted extension line, center line with no-pass line, lane line, reversible lane line, or two-way left-turn center line. The measurement for "Painting Traffic Curb" will be based on the total length of painted curb. No additional measurement will be made for curbing painted on both sides of the curbing. 2016 Asphalt Overlays/Araucto 8 - 15 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r SECTION 8-22.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: r-, 8-22.5 Payment "Plastic Stop Line (24 inch wide)", per linear foot "Double Solid Paint Line," per linear foot "Double Solid Plastic Line," per linear foot "Double Solid Profiled Plastic Line," per linear foot "Single Solid Paint Line," per linear foot r "Skip Profiled Plastic Line," per linear foot "TWLTL Plastic Line," per linear foot "TWLTL Profiled Plastic Line," per linear foot r "Solid Plastic Wide Lane Line," per linear foot LJ "Solid Profiled Plastic Wide Lane Line," per linear foot "Solid Plastic Bike Lane Line," per linear foot r- L. 8-23 TEMPORARY PAVEMENT MARKINGS r THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED �- WITH THE FOLLOWING: r 8-23.1 Description The work shall consist of furnishing, installing, maintaining, and removing temporary pavement markings. Temporary pavement L markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary r pavement markings shall also be provided when existing permanent L markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. L Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. L SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: r L 8-23.4 Measurement r- No measurement will be made for the installation, maintenance, and L removal of temporary pavement markings. SECTION 8-23.4 IS DELETED AND REPLACED WITH THE FOLLOWING: L 8-23.5 Payment F- L No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and F cost shall be included in the various items of the contract. L, r- 2016 Asphalt Overlays/Araucto 8 - 16 January 27, 2016 r Project Numbers: 15-3001, 15-3003, 09-3006 L J DIVISION 9 — MATERIALS 9-03 AGGREGATES SECTION 9-03. 14(1) IS DELETED AND REPLACED WITH THE FOLLOWING: J 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 1 nch 65 - 100 U.S. No. 4 25 - 70 J U.S. No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No. 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent ' (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. 9-29 ILLUMINATION, SIGNAL. ELECTRICAL SECTION 9-29. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING J PARAGRAPH TO THE BEGINNING OF THIS SECTION: 9-29.1 Conduit, I nnerduct, and Outerduct J Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal -� interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. _J _J 2016 Asphalt Overlays/Araucto 9 - 1 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 r 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes L SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING r SENTENCE TO THE END OF THIS SECTION: L 9-29.2(1) Standard Duty and Heavy-Duty Junction Boxes r- Box frame and lid shall be hot dip galvanized only. r SECTION 9-29.3 IS REVISED AS FOLLOWS: 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable r- SECTION 9-29.3(2)1 IS REVISED AS FOLLOWS: r- 9-29.3(2)1 Twisted-Pair Communication Cable L Replace "AWG 22" with "#AWG 19". r L THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: r L This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. L 9-29.12 Electrical Splice Materials r SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: L 9-29.12(2) Traffic Signal Splice Material r L Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the L splicing materials. Each solderless crimp connector splice shall be wrapped with ScotchTm#06147 Electrical Moisture Sealant, or approved equal. L 9-30 WATER DISTRIBUTION MATERIALS r L SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: r 9-30.3(4) Valve Boxes L Valve boxes shall be installed on all buried valves and conform to Kent r Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a L base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. r The valve box top section shall be an Olympic Foundry No. 940. The L cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word "WATER" cast into it, and shall be of the non-locking type, unless r a locking cover is specifically called for in the Kent Special Provisions or L 2016 Asphalt Overlays/Araucto 9 - 2 January 27, 2016 F Project Numbers: 15-3001, 15-3003, 09-3006 - ' shown on the plans. The bottom section shall be an Olympic V13-1C or approved equal. -J A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. 9-34 PAVEMENT MARKING MATERIALS IN THE THIRD PARAGRAPH, THE TABLE TITLED "METAL CONCENTRATION LIMITS" IN SECTION 9-34.4 IS REVISED WITH THE FOLLOWING: -� Metal Concentration Limits Element Test Method Max. Parts Per Million ( m) Arsenic EPA 3052 SW-846 6010C 10.0 Barium EPA 3052 SW-846 6010C 100.0 Cadmium EPA 3052 SW-846 6010C 1 .0 ' Chromium EPA 3052 SW-846 6010C 5.0 Lead EPA 3052 SW-846 6010C 50.0 "1 Silver EPA 3052 SW-846 6010C 5.0 ' Mercury EPA 3052 SW-846 7471 B 4.0 J _A _J _1 2016 Asphalt Overlays/Araucto 9 - 3 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. _A WATER 3-7 Valve Box and Operating Nut Extender SEWER 4-3 Standard Manhole Frame and Locking Cover STORM 5-1 M Catch Basin Type 1 5-3 Misc. Details for Drainage Structures 5-4 18" x 24" Catch Basin Frame 5-5M 18" x 24" Vaned Grate 5-6 18" x 24" 2-Way Vaned Grate 5-8 Through-Curb Inlet Installation J 5-9 Solid Catch Basin Cover 5-10 Round Solid Catch Basin Frame and Cover J 5-14 20" x 24" Catch Basin Frame STREET 6-33M Cement Concrete Curbs 6-34M Curb and Sidewalk Joints 6-35M Expansion and Contraction Joints 6-36M Downtown Sidewalk 6-37 Downtown Crosswalk 6-38 Curb Ramp Locations 6-39 Cement Concrete Sidewalk Transition to Asphalt Shoulder 6-72aM Standard Monument, Monument Case, Cover and Riser 6-72bM 7" Diameter Monument Case Riser 6-74M Typical Thermoplastic Lane Markings 6-75M Thermoplastic Crosswalk Markings 6-76M Thermoplastic Arrows, Stop Bars & Only Legend 6-79M Typical Bike Lane Markings 6-80M Symmetrical Left-Turn Pocket 2016 Asphalt Overlays/Araucto A - 1 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 I A 6-81 M Left-Turn Pocket End of Two-Way Left-Turn Lane 6-82aM Sign Post Installation Type A 6-82bM Sign Post Base Plate Installation Type B 6-83M Street Name Sign Post Installation 6-84M Ground-Mounted Street Name Signs 6-85M Mast Arm Mounted Street Name Sign 6-98M Induction Loop Details 6-99M Induction Loop Installation Notes 6-100M Induction Loop Placement J J -J J 1 1 2016 Asphalt Overlays/Araucto January 27, 2016 Project Numbers; 15-3001, 15-3003, 09-3006 a3noaaav L-z UVo 43NO3N3 '1nN 9NUW3dO RVnbS uZ ►YId aaraanS 3�—3TM� X(*XOD aarmsmNAM �t .LSI �Y0 a3A0 a3b31N3 3 39 TIVHS X09 3AIVA S r ■edeNINNYM .b� 96ZBC 9^ 'J 0NV 9'6T'£NOIIJ3S a21VaNV-S �. 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CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M 199, TO y, (ASTM C 478,&ASTM C 890)UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT STANDARD SPECIFICATIONS. i 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE FABRIC HAVING -' A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO AASHTO M 221(ASTM A 497). FRAME AND GRATE WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS, SEE STANDARD PLANS 5-4 THRU 5-8 AND 5-12 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS, THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"MINIMUM. PROVIDE A 1.5"MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. 4. ALL JOINTS IN THE BRICKS,GRADE RINGS,RISERS AND CASTINGS SHALL BE SEATED IN MORTAR.PICK HOLES,CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 5" S° -� S. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5'.DEPTHS GREATER THAN 5FT.REQUIRED i 019 R UPSIZING TO A TYPE II STRUCTURE. I� 6. NON-CEMENTIOUS MATERIALS ARE NOT ALLOWED IN SETTING OF FRAMES TO FINAL FINISH GRADE. -_ ONE#3 BAR HOOP FOR 6"HEIGHT TWO#3 BAR HOOPS FOR 12"HEIGHT RECTANGULAR ADJUSTMENT SECTION (WEIGHT-200 LBS.-6") (WEIGHT-580 LBS.-12") J PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE 311 DIAMETER 44„ REINFORCED OR 12" #3 BAR PLAIN CONCRETE EACH CORNER 21" ALL METAL PIPE 15" _J MIN. #3 BAR SOLID WALL PVC EACH SIDE (WSDOT STD.SPEC.9-05.12(1)) 15 I #3 BAR EACH WAY 4" PRECAST BASE SECTION (WEIGHT-2170 LBS.) J NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT VFREY AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. v 0 CITY OF KENT ENGINEERINO DEPARTMENT v - • KENT CATCH BASIN TYPE I 6 38296 �Qi WASHINGTON 02, is � DESIGNED COK SCALE NONE STANDARD PLAN s`SIONAL ��� DRAWN GDK J CHECKED DATE 04.2015 " APPROVED M i 60OZ Jagwalda5 o ago xnd QW WIS 3WNJ im maym IV>�p suntonvis JIm m £Byt �a y° )V NI XIW 38 00•NISa9 NJ1VJ V NI 03Sn 39 AVW Sd31S 3DYNIV80 N0A S'UW.30 *3SIA r3 NISV9 HJW dO MS 3NO A1NO'£ � LN81'tWV413q ONJUNNIGNS I4 Z r y '`JNIll 30VO(INV MGV1 ILMUN 30 AILIO D °r� �y ,y 'd31S IlOJ s-b NV1d aa►fONViS 33S 'Z '1S3 WU NOdn 03NIVJ.90 39 AVW Ad07 V'1N3N JO A117 3H1 �HSVM�C 'MlON 1O4II3aWVIa r IV 3114 NO MRX St NOI1VJIl9nd'dOd a3A02lddV(INV II33NI'JN3 ,16Z 0NV MADNVIDU I103 3H1 A9 03N9IS'1VNIEMO 3Hl'31V3lldna JIN011J:)313 NV i7d`�50� a0Z X„bZ 3911VHS 9NIN3d0 8V1S 'I Inn IN3W 300 JNII133N M IV931 V lON SI NV1d SIHI.310N :SRLON r WS dal ,1b5 v 1180 Sd31S(INV SS333V I103 -I— NOI1V1N3RIO lVJIMAI Ci1-4 r T— E r 'd LL uZ -- 110Z r 'NIW,Z ll9AOJ 'a13 u•NIW ui I � z r- HIHIM33VA W0ll09 SHUND m9 @ SM b# 'WVIa.bZ Il0'1,bZ x�OZ 'NIW' 'XVW.Z/I Z aI 8V1S d01„ZL LLJ NO3S 1N3WLSll(aV IIV1nAD I *9 .b { dOOH IIV9 'dAL 2 �-- ,AZ £#3NO �i j IIlJ uZ 'HA07'NIW.,I mob£ HliM 37V3 W0lL08 'WVIa UK Sa31N3J 4 roJ Sllkl9 S# 2f0'46Z X„QZ r NOU?3S 1N3W1Sn[aV IIV1n9NV1J321 'XVW„Z/i Z 'SNOL03S1N3W1SMV BOA 03Sn 'NIB!J MS d01 46 i 38 AVIV 1003113d S3H7NI ambS ZI.O d0 V3IN WnWtNIW V �^ 9NIAVH HS3W MdIM"MR 013AI1VNI3311V 318V1d377V NV SV I GZi -dOd SdOOH MV9£#OMl A 1109 dOOH IN9£#3N0 'ALL aZ tl0 `s fi ICI J T 1 aln uz r 'WV[a PZ 0A07'NIW oI Iy IIO'16Z x I'm H1IM 37Vd W0J.108 �y y lk i SmN37 L 0 SINS 9# r i i �a a3haHddV S 31va 03=HD - NVId aHV MS MOTS 3NJs HMYdQ 3V4VHJ NIS1/9 H3M xoioxrxrrx Itz Xpet .Lfum 1N3KWVd34 OHMMHIGH3 a+ Z y LLNmm 30 ASID '1S3f1b3b NOdfl O3NPd190 39 AVW AdOJ V'1N3)I J0 ALIJ 3Hl y all r 1V 311d NO 1d3X SI Noun nand 1103 O3AO'dddV aNV b33NI9N3 3H1 A9 O3N9IS'IVNI9R10 3H1'31VJ1ldf1O 31NON13313 NV `7 1I191N3Wd1J0O 9NIN39NIM3 IV931 V ION SI NVId SIHI:310N i 'NOII03S AVM(IVO'd H-UM N3A3 a31SMV 39 IIVHS 3WVIIJ d0 d01 'Z '(9NIOVOl OZ-H OEIJ OV W1SV ` aid)'AINO NOW 1SVJ 99 IIVHS 3MA 3H1'dOd O3sn IVIa31VW 'T r :S310N i V-V NOLLAS r rSZ P/£LT u9/s T Wb/E -w9T� � r I r NIW•dAl..8/S T T I r M3IA dOl i at/E - i 'dAI r i V V 310H 9Z-An TT-xa/S r r r i J 1 3/811 IT MLWM L S I I 311 EE i 17 3/4" ZD _I Ll_.� TOP VIEW END VIEW t 23 3/4" 1 3/8" DIRECTION OF FLOW 1/B R. `�' i 1/2"INSET ' HEX SOCKET 15/16" A 4 2 3/4 2 3/4" 5to /16"R. PARTING LINE FRONT VIEW VANE DETAIL " N NOTES: 1 1/4" 3/4" 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4. 5/8"-ll UNC-2A 2. PROVIDE 2-5/8"DIAMETER STAINLESS STEEL ALLEN TYPE STAINLESS STEEL BOLTS COUNTER SUNK FLUSH WITH COVER. T SECURING BOLT 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", °° "OUTFALLTO STREAM". 4. ALL LETTERING SHOWN SHALL BE 1/2"AND SHALL BE RECESSED F+-1/2" UNLESS OTHERWISE INDICATED IN THE SPECIAL PROVISIONS. 5. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED. SLOT DETAIL 6. GRATE SHALL BE LOCKING. SLOT FORMED AND RECESSED FOR 5/8"-11 NC x 2" S.S.SOCKET HEAD(ALLEN HEAD)CAP SCREW. 7. BI-DIRECTIONAL VANED GRATES ARE REQUIRED WHEN LOCATED IN A LOW-SPOT. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �FREy AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S�` W ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. I CITY OF RING DRPAT ENT HO U z �NT t 8" x 24" sazss WASHI"OTON VANED GRATE �O,t, is 4v� DESIGNED COK SCALE NONE STANDARD PLAN SSIONAL EEC~ CHECKED coK DATE 012015 5-5M APPROVED Dt0°m' i A E ftw NO!'oLLUru85 0XIT TO SIM ' I 1 1/4" 4 B $ r 3J4" 2^ F�-112" —H .J SLOT DETAIL SLOT FORMED AND RECESSED FOR 5/8"-11 NC x 2"S,S.SOCKET HEAD(ALLEN HEAD)CAP SCREW. A 17 3/4 1 5/8" " 1 5/8"r J iJ T 1/2"INSET HEX SOCKET SECTION A-A 21/4" 1 15/16" . , 23 3/4" k F- /8" N J "3r 2"R.SECTION B-B R. NOTES; 5/8"-11 UNC-2A STAINLESS STEEL 1. PROVIDE FRAME SHOWN STANDARD PLAN 5-4. SECURING BOLT 2, FOR THRU CURB INLETS AT LOW POINTS,USE 2-WAY VANED GRATE. 3, GRATE SHALL BE STAMPED"DUMP NO y POLLUTANTS", "OUTLET TO STREAM". NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT pSEP AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE J 4. ALL LETTERING SHOWN SHALL BE 1/2" S ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT AND SHALL BE RECESSED, �� �4 WASy THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST, 5. DUCTILE]RON ASTM A-536 GRADE O �� co O CITY OF KENT 80-55-06 H-20 RATED, ti 6NOINEERINO DEPARTMENT 6, GRATE SHALL BE LOCKING. H KENT 18"x 24" ' .o ,P 21403 0 Qz- 2-WAY VANED GRATE 7. PROVIDE 2-5/8"DIAMETER STAINLESS �03n F�ISTe ��' DEsroNEn MH SCALE NONE SfANOAAD PLAN STEEL ALLEN TYPE BOLTS COUNTER TONAL ��G DRAWN r 88 5-6SUNK FLUSH WITH COVER. ZHECRO DAB APPttOYED �� September2009 J i I i a 1�8"X 2" DUMMY JOINTS PLANTING STRIP OR SIDEWALK \� W MIN.TO 5'MIN.TO EXPANSION EXPANSION JOINT IT, JOINT w O N .b V• I Q SECTION A-A 1/B"X 2" DUMMY JOINTS 5'MIN.TO 5'MIN.TO EXPANSION EXPANSION JOINT �—�` JOINT 1 ++` U� l NOTES: SECTION B-B 1, FOR INSTALLATIONS AT LOW POINTS USE 2-WAY VANED 1 GRATE.OTHERWISE,USE STANDARD VANED GRATE. 2. CURB AND GUTTER S'EITHER SIDE OF CATCH BASIN SHALL BE POURED AT THE TIME OF FRAME AND GRATE INSTALLATION. a NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ()SE AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, cop CITY OF KENT ENOINEBRINO DEPARTMENT j �+ EKE* T THROUGH—CURB fP 21493 p w'%4KIMOTOK INLET INSTALLATION O,n F01STE� �,�v DESION- _W SCALE NON STANDMD FLAN e40NAL �N OWN ss E CHECKED DAIE APPRAWn Doe= S 8 September 2009 ry i i J J 23 3/4" C e I I I 6 LEVELING PADS I I I 1 I I 3/4"X 13/4"X 1/8" -� THICK0 LIFT I ] HOLE ( /— f 21/2"DIA. i I " ` ] o_o O 2 �--� _ _ _ A \ % __ _ Ate' I J ( 3/4"0 HOLE ( I I I II ! I z � i - i ' B SECTIdN B-B __, 11/16 21/8 �' 1/2°INSET 21/8" PROVIDE 5/8"DIA.BOLTS&TAP HEX SOCKET ' 17/8" FRAME FOR LOCK DOWN LID. j —�-1 �— 15/16" PLAN W rIF _.. �314- 5/8" 5/8"41 UNC-2A STAINLESS STEEL -' SECTION A-A SECURING BOLT NOTES: 11/16" 1. WHEN SPECIFIED ON THE APPROVED PLANS,THE SOLID METAL COVER FOR 1/4" 1-3/16"DIA.SLOT rt CATCH BASIN SHALL BE FURNISHED IN PLACE OF THE GRATE PROVIDED FOR ON STANDARD PLAN 5.5. 2. RAISED DESIGNS OTHER THAN THE DIAMOND DESIGN SHOWN HEREON 1 "' MAY BE USED 1F APPROVED BY THE ENGINEER. ^' 1 I 3. CAST IN THE LETTERS"DRAIN"IN 2"RAISED LETTERS,1/8"HIGH. 4. TO BE USED WITH FRAME SHOWN IN STANDARD PLAN 5.4. 3/4" I n J S. PROVIDE 2-5/8"DIAMETER STAINLESS 1/8 1 I/8" SECTION GC STEEL ALLEN TYPE BOLTS COUNTER NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SUNK FLUSH WITH COVER.(SEE ()SE P AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE STANDARD PLAN 5-4 FOR BOLT-DOWN S ;7 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CATCH BASIN FRAME) of WAS,/ THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 6. 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MMA d01 r i JI/E I 'du .8/E 1 V V r i CdAl'S01d Z) 31oH 9Z-00 IT-.8/S (I r 4. r 12" 6 9' 101. J 5 1 2" g 2 1/2" 5" 2 1/2" ✓� ti is r, ,p ti , EPDXY I- ADHESIVE A � N o FOR FRESH �P ti - �'p CONCRETE y w 1"R l"R "� A —---------------- T COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 18 COMBINED CURB AND GUTTER 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL 10" 2" 3� 5'-0"HAND TROWELED �1.5% TAPER SECTION 1%MIN. - p 2%MAX. v ''-+, 6" MAX. �+ 24" ROLLED CURB SIDEWALK 4" 12" MAINTAIN EDGE OF CONCRETE CURB----CURB----, r ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL E LIP BETWEEN GUTTER AND CURB *1/2"OR**1" *-k c,Lp4 SLOPE,1 12" 6" 12" 6" ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL,UNLESS WITHIN DRIVEWAY SECTION,SEE FACE OF CURB SHALL DRIVEWAY STANDARD PLANS. J - ---------- NOT EXTEND BEYOND THE FACE OF 2. ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC, GUARDRAIL TOWARD THE TRAFFIC LANE 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION,THE GUTTER PAN WILL MATCH THE a„ ADJACENT PAVEMENT SLOPE. 1 1/2 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. ,VARIES 5. FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED. FORMS SHALL BE SET TRUE TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �FFRET ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PAVEMENT 0 w`4`S�lj�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. EXTRUDED CURB UNDER GUARDRAILc.�� `� CITY OF KENT J �C 111 � ENGINEERING DEPARTMENT Z KENT CEMENT CONCRETE WA�"IM"TOM 38296 CURBS � ISTEg�' l�w DRAWNED SOS COK SCALE NONE STANDARD PLAN s`SIONAL EEC' ICHECKED—L— DATE - _z Z ENGINEER .J J IYI APPROVED J 7 FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL _J CB FULL WIDTH ADA DETECTABLE WARNING SURFACE(TYP.) J I CURB RAMP I OR DRIVEWAY � I 1/4"WIDE x 25%SLAB DEPTH(1"MIN.) CONTRACTION/CONTROL JOINT(TYP.) 3/8"EXPANSION JOINT(TYP.) CB A �SEE KENT STANDARD PLAN SECTION 5 FOR ADDITIONAL CB GRATE REQUIREMENTS 1/4"WIDE x 25%SLAB DEPTH (1"MIN.) CONTRACTION/CONTROL JOINT(TYP.) LEGEND: A - --- A BOND BREAK JOINT EXPANSION JOINT ----- CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: 4"THICK SIDEWALK 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL SECTION A-A NOTES: 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON _I JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES,POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4"RADIUS EDGING TOOL.ON SEPARATE POUR AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF CONSTRUCTION AN EXPANSION JOINT CONSISTING OF BOND AASHTO M33(ASTM D994). BREAK JOINT MATERIAL FULL DEPTH SHALL BE PLACED J BETWEEN THE CURB OR THICKENED EDGE AND THE 2. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED ADJACENT SIDEWALK. JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT A MINIMUM OF 15 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP-FORMING,A OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL DEPTH MAY BE USED. MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR OF ADA RAMPS OR DRIVEWAY WINGS. J SEPARATED BY PLANTING STRIP. 4. CONTRACTION/CONTROL JOINTS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CONSISTING OF 1/4"WIDE x 25%SLAB AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DEPTH SHALL BE TOOLED INTO �FFREy ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CONCRETE FINISH AND SHALL BE MADE Sw of WASxI �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. IN SIDEWALK AT FIVE FOOT INTERVALS, �� ���� CITY OF KENT INTERMEDIATE TO THE EXPANSION !� 0 ENGINEERING DEPARTMENT -a JOINTS. U co Z 5. 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ROOFING FELT DETECTABLE WARNING OR POLY FULL DEPTH SURFACE T WIDE(TYP) BOND BRAKE MATERIAL SEE NOTE 1 _ 2' p WHERE CONCRETE CROSSWALK MEETS CURB AND GUTTER 12"WIDE CONCRETE CURB AND TROWELED MARGIN SEE KENT STANDARD GUTTER AND AT BACK A PLAN 6-33 OF CURB(TYP.) 12"WIDE POINT OF TANGENT(TYP) NOTE:1.YELLOW DETECTABLE FACE OF CURB WHITE PLASTIC WARNING SURFACE SHALL MARKING (TYP.) BE WSDOT F-45.10-01 AND EQ EQ IN COMPLIANCE WITH VARIES VARIES WSDOT STANDARD PLAN VIEW SPECIFICATIONS 8-14-363. WET EMBOSSED CONCRETE AND PAINTING IS NOT ALLOWED. 1/8"MIN. - 1/4"NOSING RADIUS FINISH SURFACE 1/4"MAX. AC OVERLAY CAST-IN-PLACE CONCRETE UNIFORM TACK COAT NOSING DETAIL REINFORCED CONCRETE CROSSWALK J 12"TROWELED MARGIN(BOTH SIDES) DOWELED JOINT(WHEN CONCRETE -� AC OVERLAY BROOM FINISH INTERSECTION)OR NOSING DETAIL EXISTING AC—•` ' co IL CAST-IN PLACE CONC 1/4"DEEP TOOLED JOINT REBAR REINFORCING #4 BAR @ 12"EA WAY CRUSHED SURFACING TOP COURSE SECTION A REINFORCED CONCRETE CROSSWALK AND INTERSECTION DETAIL NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ry FR�Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 0 Wl�l �f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT b, 0 405��. ENGINEERING DEPARTMENT KENT IN DOWNTOWN OVERLAY DISTRICT dfj 38296 w� wACHIMOT0N CROSSWALK O2s, "'I ST v �i7 DESIGNED Cox L� 1� SPS SCALE NONE STANDARD PLAN DRAWN SSIONAL E CHECKED 0 1 DATE L+_�� J � APPROVED V J FULL WIDTH ADA DETECTABLE WARNING SURFACE 2'WIDE(TYP.) RAMPS,SEE NOTE 3(TYP.) PEDESTRIAN CURB SIGNAL CONTROLLER J B,3o 3010 CABINET= 7'MIN. M� $ FROM FACE OF CURB O � W a a o l o CROSSWALKS o CENTER OF DETECTABLE WARNING SURFACE BETWEEN CROSSWALKS SHALL BE BLACK 5'MIN. FROM C/L OF O TO PROVIDE DIRECTIONALITY PEDESTRIAN PUSH BUTTON POLE TO EXTENDED PARALLEL CURB RAMP NEAREST EDGE OF CURB RAMP(TYP.) ARTERIAL RAMP LOCATIONS FOR NEW CONSTRUCTION OR STANDARD RECONSTRUCTION A MAINTAIN FLOW LINE PEDESTRIAN APPROACH WITHOUT VERTICAL LIP 2' BETWEEN GUTTER AND CURB DETECTABLE INTERSECTION WARNING SURFACE SL_3P_E SLOPE 12 6" CURB RAMPS,SEE NOTE 3(TYP.) GUTTER I A SECTION A-A(TYP.) NOTE: A (TYP.)- 1. CATCH BASIN INLETS,JUNCTION BOX AND VAULT LIDS SHALL BE OUTSIDE CURB RAMPS WITH 32"MIN.CLEARANCE FROM RAMP. 2. CARE SHALL BE TAKEN TO KEEP THE RAMP FROM CONFLICTING WITH NON ARTERIAL RAMP LOCATIONS HYDRANTS,POLES,INLETS AND OTHER UTILITIES. 3. RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD PLANS F-40.12-02 THRU F-45.10-01. w 4. CROSSWALKS ARE NOT ALWAYS MARKED. RAMPS,SEE NOTE 3(TYP.) 5. WHEN RAMPS ARE CONSTRUCTED ON THE SIDE OF STREET THEY SHALL A BE ALIGNED WITH THE COMPANION CROSSING ON THE OPPOSITE SIDE A(TYP.)— OF STREET. J 6. CURRENT ADA LAWS FOR LANDING SIZE,DETECTABLE WARNING PATTERNS,SKID RESISTANCE AND RAMP DIMENTIONS AND SLOPES SHALL BE COMPLIED WITH AT ALL TIMES, VARIES 7. YELLOW DETECTABLE WARNING SURFACE SHALL BE WSDOT F-45.10-01 AND IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATIONS ACCEPTABLE RAMP LOCATIONS 8-14-363. WET EMBOSSED CONCRETE AND PAINTING IS NOT ALLOWED. FOR RETROFIT OR ALTERATION J NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 8. ACCESS COVERS,]UNCTION BOXES, AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CABLE VAULTS AND OTHER F FREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT APPURTENANCES WITHIN THE 5�'o� wa, (� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. A SIDEWALK LIMITS MUST INCLUDE A jr(r f SLIP-RESISTANT SURFACE MATCHING �J• CITY OF I{ENT THE GRADE OF THE SURROUNDING _ }' 0 � ENGINEERING DEPARTMENT SIDEWALK. SUCH APPURTENANCES U Z SHALL NOT BE PLACED WITHIN THE KENT CURB RAMP LOCATIONS SLOPES OF ADA RAMPS OR w•.HINOTDN DRIVEWAY WINGS. Epp 'Q�G38296 �w4 DESIGNED COK :D's I STD' DRAWN SPS SCALE NONE STANDARD PLAN sS1pNAL �G CHECKED JS DATE - 6-38 APPROVED WIDTHS VARY � CFMFryTCONCR�� '/ 6'MIN.CEMENT CONCRETE p�ryrF SI �W44k A TRANSITION RAMP R STRIP S I� } lOAF'QI: ' A ASPHALT SHOULDER VARIES 4'-10', TAPER TO MATCH EXISTING a SHOULDER WIDTH,SEE NOTE 4 WIDTHS VARY TYPE I I - CFM�j�TCQNCR / 6'MIN., 15'MAX.CEMENT CONCRETE TRANSITION RAMP �TFSI 4!k p VFW PERMANENT TYPE III Nr�RSTRIP I2, STANDARD BARRICADEPLAN 6 SEE -71 E� I SlOpM'QI; FULL WIDTH DETECTABLE WARNING SURFACE 2'WIDE(TYP.)SEE NOTE 5 NOTES; 1. SEE ROADWAY CROSS SECTION TYPE II DETAILS FOR SIDEWALK WIDTHS. 2. SHOULDER SHALL BE SURFACED TO CEMENT CONCRETE 6'MIN. MATCH EXISTING OR MATCH ADJACENT ROADWAY; PAVED SIDEWALK AND RAMNLj ::_12 PROPOSED SURFACE J SHOULDER SLOPE SHALL MATCH CROWN SLOPE OR 0.02 FT./FT. ASPHALT CONCRETE SHOULDER 3. SEE STANDARD PLAN 6-34 FOR CURB AND SIDEWALK JOINTS. v, 4. 10'MIN.ASPHALT TAPER IF NO PAVED SHOULDER. CRUSHED SURFACING � TOP COURSE 5. RAMP SHALL UTILIZE A DETECTABLE SECTION A-A WARNING SURFACE PER WSDOT F-45.10.01. THE DETECTABLE WARNING SURFACE SHALL BE YELLOW NOTE;THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT IN COMPLIANCE WITH WSDOT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE STANDARD SPECIFICATIONS 8-14.3(3). r+'REy ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 6. ACCESS COVERS,JUNCTION BOXES, OF WAS$r��f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CABLE VAULTS AND OTHER C OF APPURTENANCES WITHIN THE r� w NGI E AR ENGINEERING DEPARTMENTT SIDEWALK LIMITS MUST INCLUDE A Z CEMENT CONCRETE SIDEWALK SLIP-RESISTANT SURFACE MATCHING KENT TRANSITION TO ASPHALT J THE GRADE OF THE SURROUNDING WANNINOTON SIDEWALK. SUCH APPURTENANCES 38296 �� SHOULDER SHALL NOT BE PLACED WITHIN THE ��'�, ISTER�' ���' DRAWN DESIGNED sPs SCALE NONE STANDARD PLAN SLOPES OF ADA RAMPS OR DRIVEWAY SSIONAL ECG CHECKED J8 DATE — 6-39 WINGS. APPROVED FN°NEFR 8"RISER RING DIMENSIONS A 1 3/8" 1 7/8" 2 7/8" cccc I bV 3/4" (SIZE) J 11" DIA. -, 9 1/2"DIA. 7/8" N ASP 7 15/16"DIA. PLAN OF COVER 9 1/16"DIA. PLAN OF 8" DIA. RISER FINISHED GRADE FINISHED GRADE ' CONCRETE 10 9/16"DIA. ASPHALT PAVEMENT PAVEMENT 9 1/4"DIA.COVER ; 2 MIN. BRASS ASPHALT DISC J 3/8" PAVEMENT CONCRETE AS z 'SPECIFIED FOR ROADWAY j 4 a \ VOID OF \ , a MATERIAL I , N a \ 10'-12' a 6 8"DIA. d 1"MIN./6"MAX. ui J L w 1- w a a Ln 1 �n l uj CONCRETE a 3/4 R. _� a COLLAR z 0 w % MONUMENT % w ui Ln - 1 1 vi .; -- frl /2 " MIN. o NATIVE MATERIAL J NOTES: SECTION 1. MONUMENT CASE AND COVER-EAST 5. CONCRETE SHALL BE A"COMMERDIAL JORDAN IRON WORKS,PART NO.369505 CLASS"CONCRETE OR AS OTHERWISE J OR PRE-APPROVED ALTERNATIVE. SPECIFIED. 2. MONUMENT CASE RISER-EAST JORDAN 6. PAVEMENT SHALL BE AS SPECIFIED. 6" IRON WORKS,PART NO. 1 1/2"-369590 PLAN OF MONUMENT 2" -369592 7. FOR 7"DIAMETER RISER SEE KSP 6-72b 3" -639594 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OR PRE-APPROVED ALTERNATIVE. FRRy AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE J 3. MONUMENT POST-EAST JORDAN IRON "S c WAShrr�� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WORKS,PART NO. CONMONBRC OR ��' G, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PRE-APPROVE ALTERNATIVE. �� *' 0 � CITY O EN OF D KENT DEPARTMENT A 4. THE CASTINGS SHALL BE GRAY-IRON U Z STANDARD MONUMENT, CASTINGS,ASTM DESIGNATION A-48, • KENT MONUMENT CASE, COVER CLASS 35B.THE COVER AND SEAT SHALL 'a� 3fi2ss w� WANNINOTON AND RISER BE MACHINED SO AS TO HAVE PERFECT 0�+ 1 STEg� � oEsicNEo COK CONTACT AROUND THE ENTIRE ASS 11G1 DRAWN JAF SC&E NONE sralloaRO PLAN CIRCUMFERENCE AND FULL WIDTH OF ZONAL F' CNECKEO oarE �aNuarr. 2016 fi-72G M BEARING SURFACE. APPROVED OpN� __I NEW FINISHED GRADE i NEW FINISHED GRADE ASPHALT PAVEMENT 8 7/8""DIA. ASPHALT PAVEMENT 8"DIA. V`- A \ 7 3/4"DIA. A 7/8" TACK \ Ll - - - - - - - / TACK COAT (TYP.) 7"DIA, �60LD COAT (TYP-) `OLD FINISH H `GRADE GRADE; CONCRETE , ASPHALT PAVEMENT PAVEMENT,. EXISTING UNDISTURBED � - CAS Y Y f MONUMENT `- Y I - NATIVE MATERIA SECTION 7"RISER RING DIMENSIONS J NOTES: (SIZE) 1 1/2" 2" 1. MONUMENT CASE RISER-OLYMPIC FOUNDRY,PART NO. 14-6215(THIS REPLACES THE SATHER MFG.RISER)OR PRE-APPROVED ALTERNATIVE. 2. MONUMENT CASE COVER-OLYMPIC FOUNDRY,PART NO. 14-6211(THIS REPLACES THE SATHER MFG,COVER) -, OR PRE-APPROVED ALTERNATIVE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT vvFRRv AN WA ENGINE ER AN APPR VED F R PUBLICATION IS KEPT ON FILE AT � ONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 3, THE CASTINGS SHALL BE GRAY-IRON � pF wAshrf�� CASTINGS,ASTM DESIGNATION A-48, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CLASS 30.THE COVER AND SEAT SHALL bl �0 CITY OF KENT BE MACHINED SO AS TO HAVE PERFECT Z ��KE ENGINEERING DEPARTMENT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF N 7" DIAMETER MONUMENT BEARING SURFACE. A 38296 w.."o.or CASE RISER S 4. CONCRETE SHALL BE CLASS 4000. �c I STEg��� DESIGNED COK NAL DRAWN �Ay SCALE NONE STANDARD PLAN SjO E� CHECKED �ANUARr. 5. PAVEMENT SHALL BE AS SPECIFIED. DATE az�e APPROVED 6-72bM 30' TRAFFIC DIRECTION ° o 0 4"GAP VARIES (300' MAX.) 23 TWO WAY LEFT TURN LANE o O ° O ° o 0 TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20' 01-1 8"WHITE LINE ° ° TYPE 2W RPM TYPE 2YY RPM ° ° 20' 4"GAP 4 GAP 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 30' 30' - o a 1' l 74'4" TYPE 2W RPM 07 �WHITE LINE TYPE 2Y RPM TRAFFIC DIRECTION 4" o YELLOW LINE TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE J 6, 8' 131 o ° 0 TYPE 2W RPM 4"WHITE LINE 4"GAP 8"WHITE LINE EDGE LINE DOTTED WIDE LINE TRAFFIC DIRECTION 3' 9' 21'(TYP.) 18"YELLOW BARRIER 1" 1„ LINE 8"WHITE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED TYPE 2W RPM TRAFFIC DIRECTION DROP LANE LINE FREy BARRIER LINE S of wAs�r�f. NOTES: b, C0�� CITY OF KENT 1. RAISED PAVEMENT MARKERS(RPM's) 0) ENGINEERING DEPARTMENT J SHALL BE INSTALLED PER WSDOT U Z STANDARD SPECIFICATIONS 8-09, (CENT TYPICAL LANE MARKINGS 9-02.1(8),9-26.2 AND 9-21 38P96 W......... IST �1��� DESIGNED FS SCALE NONE STANDARD PLAN SSjONAL ��O DRAWN sPs CHECKED DATE 02-2003 6-74M APPROVED CRY�� J J _J J o w 24"WHITE EQUALLY z CROSSWALK BAR SPACED w (TYP) cap t� I 24" wl zI o ! I L o I I I ! 8. o I I 1 WI zce I ! w 4'(TYP) 1 I uc I I _ J 12"-24"WHITE STOP LINE. TIRE TRACKS(TYP.) WIDTH AS SPECIFIED IN THE CONTRACT TYPICAL 4 LANE ROADWAY CONFIGURATION IS SHOWN *GENERAL NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME CONFIGURATION APPLIES, CENTER CROSSWALK BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE CROSSWALK BARS. 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-34. 4. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL PLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �i'p AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE _A �j�} 1}�I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT S�OF wI�j THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 0 CITY OF KENT ENGINEERING DEPARTMENT Z KENT PLASTIC CROSSWALK MARKINGS W�■NINOTOY 38296 �� A S IST'IQ � DRAWNDESIGNED H SCALE NONE STANDARD PLAN `sIONAL F'� CHECKED DATE - 6-7 GJM ►1 APPROVED ENGNM S7 NOTE: A�p5r ,X Y,a 1. LETTER LAYOUT SHALL BE PER .f WSDOT STANDARD PLAN M-80.20-00 3 1 3'-7" 00 f r 5'-9" V-8" 3'-0" ' r o - f 91 00 80 g o Cl lV N ' TYPE 2SR(RIGHT) TYPE 3SR(RIGHT) IS MIRROR IMAGE IS MIRROR IMAGE OF TYPE 2SL OF TYPE 3SL 0'-6" 0'-6" 0`-6" TYPE 1S TYPE 2SL(LEFT) TYPE 3SL(LEFT) NOTES: J 1. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION LENGTH VARIABLE 12"-24"AS SPECIFIED 9-34. IN THE CONTRACT 2. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL PLASTIC MATERIAL. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT J AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE STOP BAR DETAIL ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ry S�pF WAs�,f�j THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. �0 CITY OF KENT J _ ENGINEERING DEPARTMENT KEIZ PLASTIC ARROWS, 38296 �� " MO'o STOP BARS & ONLY LEGEND IS'"p,}'�� �� DESIGNED OR SCALE NONE STANDARD PLAN DRAWN BB -� `ss'IONAL F' CHECKED DATE 9 10/2015 6-7�M owa am V APPROVED i J _.J a U u. z ,.-O O W H N a W 0 , �s. ,s� 0.4 Q "0 g o cc a a z u, � M g W N W W. W , Q Z C _ 0 Lu L J u- W uj t; S_E Q O z in w � woc un Lu c p ZZa W .. ----------------- - M fr7 Q m W fV Lu -+ LW Lu .-i U v Lu_ .zJ Q � W U0 ❑ S oir„ o 0 Aga En Ex co Lu zv _, 4W LOUO ¢M 4.4 i_i + LuL U , + _i m O Q p 0a (mnz¢ U LO O in wr w -�.<. - m ~ > >� O= v W Lu ¢ Z(n J W .� ,�.. �"F ui N p --r H (n W � Q�QwQLu J ¢ W H Lu Z Lu W m m Y WLu 0 ¢ �� N IW- =ZIW-' ¢~O „0'9 O 0 N W tD O U-) 'm In g z Z ¢Ln 0 �g s g 2xt w ¢ � � DLO W cn ¢ asx3 z a0 ¢a z t7 ini Lu g Z= CC NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT m Y �� a(n O W z R�f AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE C° Q ¢ U z cn ��j` WA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT a uj W W O Y W w z z J D N O� j� f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. ce co u ggo z m m r } ¢ ri)� _r CIT NGINE RING DEPAI{REMENT NT in o z a a > > a Z TYPICAL BIKE LANE WWT W W W W w W Lu ��, 3829s � w.• ,�o=e. MARKINGS m m i Lu Lu Q Q coQ 0� GIST DESIGNED RW YI (gas O O �s5'IONAL ��yt DRAWN 6B SCALE ONE STANDARD PLAN CHECKED DATE (� LHcw� _ 9 M APPROVED I ILn J M a ,1'1 OwLn coLn O Z 0 v x o x Lu Lu U W n � m w W ¢� N � w Z Ce w I I J o O a z z o o w Z Q C Z 2 w .-, N(CJI QO Qw Ww0 g0 r. ~ w � mQ� 2 .LU N. J p I WzV) 1.2 mO Ocea � � w N o J ZQ"2 U F- IJ Z ""O ....� Q z OC 2 Z Z LLIC W 2 2 VI It to N F- 1y.� I--. ri rl "' 1---. w J W p z -� ODZ w w O ce 2 W Z Z O W w Z Q LL. J L n W Y I I I Z a' �O O a F- m Z ¢ O a J O V] F- -i S }} +F I a w w x W o o �, CD o _ � �^ a W � o mW LULU a o o �, o p � =_ w � Lu ^, Q V) � d Ln oA = O W J - = = O F- _ z w U a � - W Z J IL Lu z Q Z W u M Ln Ln n w = W Z vL7 Y � ~ aapt FF- Q = u, O 0 g 00 Z ~ ¢ K LL J (D F- N N ry fort O O J O LL O LLn O IL z z L7 0 "-' Zn En En L 0 E ¢ O N N N tz W C Z 0_ Q�Q V7 0 O Y LLJ O F d a 11 11 tl 11 II II II [I ¢ F- I J J (A F N W CD CD LLLn O J -j 3: oC Vi 3: J m ,A J �_ to lA o I I I NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S�'oF WAS ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �I��f� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. � a CITY OF KENT C-Q ENGINEERING DEPARTMENT U z KENT SYMMETRICAL LEFT a N J a V6 38296 w,,.HI.a.o. TURN POCKET LAYOUT mLL'Qce w a �� �C*IST + 1� DESIGNED DWH SCE NONE STANDARD PLAN 'j 0� �'S G DRAWN BB '^ o w SFONAL E� CHECKED DATE APPROVED ENGWFER 6—8 O M -J "7 O J Ln W _. Lu Z Lu W � J W_ J w z z L w � g o 0 .J io N i o ONLY NOTE: o SEE STANDARD PLAN 6-73 OR 6-74 FOR LANE MARKING DETAILS. Lu r� LU� m"' _., O w n c� o 3 r a _J N J NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE OFF Ey ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WAS�I��lC� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 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S31OH 2i313WVI0„b/E r. nJ CANTILEVER MOUNTING J DRIVE RIVET 6"LEGEND HEIGHT CORNER BOLT FOR SPEED LIMITS 0 U y DRIVE RIVET P TO 35MPH O10 O L CORNER BOLT ZTES: O 0 DRIVE RIVET _ 8"LEGEND HEIGHT 1. SEE STANDARD PLAN 6-84M FOR FOR SPEED LIMITS O 0 STREET NAME SIGN DETAILS. DRIVE RIVET 40MPH AND GREATER O 0 2. PRIVATE STREET NAME SIGNS CORNER BOLT AND PRIVATE SIGN POSTS ARE SQUARE METAL O 0 MAINTAINED BY THE PROPERTY POST,SEE OWNERS. STANDARD PLAN 0 0 6-82aM 3. "NO OUTLET"SIGNS SHALL HAVE 0 0 AN ARROW SHOWING WHICH w DIRECTION DOES NOT OUTLET. O 0 U a ce 4. CORNER BOLTS TO BE PART# 0 0 N TL070M WITH PART#TL062]AM o NUTS. DRIVE RIVETS TO BE PART 0 0 o #TL3806. o a _., 0 0 L7 w H SIDEWALK O 0 0 FINISHED O 0 2'MIN.CLEARANCE GRADE FROM FACE OF CURB (10' MIN.CLEARANCE IF NO CURB) O 0 TO EDGE OF SIGN O q& a VAA. 0 0 AA�-VAA; Ny O 0 ANCHOR AND FOUNDATION, Yj\�! SEE STANDARD PLAN 6-82aM O 0 \\\` O 0 \. CONCRETE BASE SHALL BE POURED IN PLACE _1 \ AROUND ANCHOR WHILE PREVENTING O 0 CONCRETE FROM ENTERING THE ANCHOR /\\ p o :. O 0 \�;\ O 0 \\ NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE \ \ O 0j S O WA�'�j�� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT \�X ,, �y �, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. �- x CITY OF KENT i Z ENGINEERING DEPARTMENT KENT STREET NAME SIGN POST 38296 W INSTALLATION $�GISTER� w� F' St DESIGNED COK SCALE NONE STANDARD PLAN SIONAL DRAWN CHECKED DATE 06.01.2015 6-83M APPROVED ENWEER A SE 240 st A B A 2"MIN.SPACE FOR CANTILEVER MOUNT(TYP.) Benson A B PUBLIC STREET NAME SIGNS 2"MIN.SPACE FOR CANTILEVER MOUNT(TYP.) d , Ave. .. 'Pvt _ A[ J _ PRIVATE STREET NAME SIGN J SPEED LIMIT DIMENSIONS MPH A B _J 35 AND BELOW 6" 9" MATERIALS: ABBREVIATIONS: BLANK MATERIAL: 40 AND ABOVE 8" 12" AVENUE= Ave 0.125' GAUGE ALUMINUM SIGN BLANK. BOULEVARD= Blvd CIRCLE= Cir BACKGROUND: COURT= Ct WHITE,3M HIGH INTENSITY PRISMATIC REFLECTIVE DRIVE= Dr LANE= Ln LEGEND: PARKWAY= Pkwy GREEN(PUBLIC STREET)OR BLUE(PRIVATE STREET) PLACE= PI 3M ELECTROCUT FILM; REVERSE CUT TO REVEAL WHITE LEGEND PRIVATE= Pvt SERIES C-NUMBERS AND LETTERS; UPPER AND LOWER CASE;UNLESS OTHERWISE NOTED ON PLANS ROAD= Rd STREET= St NOTE: WAY= Wy ALL GROUND MOUNTED STREET NAME SIGNS SHALL HAVE THE SAME LEGEND ON BOTH SIDES OF THE SIGN BLANK. 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SEE KENT STANDARD PLAN 6-99 FOR ��,OF WAS�j�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONDUIT STUBOUT DETAIL AND �A� CITY OF KENT INDUCTION LOOP INSTALLATION t7 �' 0�� ENGINEERING DEPARTMENT -' NOTES. Z INDUCTION LOOP 2. SEE KENT STANDARD PLAN 6-100 FOR KENT wA*N110TOM DETAILS INDUCTION LOOP PLACEMENT DETAIL. -0.p 3s2s6 w4 �'GISTg SS'W DESIGNED CDK DRAWN SPS SCALE NONE STANDARD PLAN s`SIONAL CHECKED___4_B I DATE - 6_9 APPRDVED �xoR , J a o F❑ �- d' F z a ~ J Fw- ~ � W UNZ W J VI w g i-. 2 w .".¢ w � x 0F O l9 C7 oc W a - ¢ > F O N J D Z D C O o w g z a Q � u<Q.. F- 2 � � cL mo.z =o � z r ULl- F m `QnZ cn0 U z W z o> �i5! b' Imo- ZO o f oaZ z J^ w 5a Q 0- °� w = O Z U �" OJ U'nzsu�l = ¢ O J O OF- N m O x ¢ wm = O � <» a >.W am J tn (-u � a S Q= �- -J ? 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(NONE) 164 FT. 35 MPH 4 FT. 104 FT. 209 FT. 274 FT. 40 MPH 4 FT. 104 FT. 239 FT. 309 FF. 45 MPH 4 FT. 104 FT. 274 FT. 354 FT. 50 MPH 4 FT. 104 FT. 304 FT. 394 FT. _a SD6 SD5 NOTES: 223 213 Ni N2 O O O O 1. THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP J 222 212 BAR TO THE CENTER OF THE INDUCTION LOOP. O O 5PC 512 2. LOOP DISTANCES MAY BE ADJUSTED f2 FEET TO O AVOID METAL CASTINGS. � B 221 3. THE DISTANCE BETWEEN"A"LOOPS AND"B' A 0 0 O O LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. W20 SR WR Q 0421 0422 0423 413 W10 00411 0412 0 SD7 3712 12031100 T Q 7110 7PC J SD3Q 8120 81100 T AT B QE1 823 SD4 O 8220 821 a O R NR Q E2 B—/A—/ Q Q A O O a B 111 611 621 O 112 1PC Q O 612 622 O O O O S2 S1 613 623 SDI SD2 LOOP IDENTIFICATION SCHEMATIC(TYPICAL) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �FFREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT of WAS�I�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 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P rn 04 k/ Ja 414 fH / J//plf� ��/ J1 oil r ri �)" / I�PJ II���I rd�10/r ft,d x a a ds GIJ�f u r, a y v r SEE ABOVE RIGHT r �': as �1 �e 7r � as r f . CLARK AVE N ow r 0 j� 4D WESmT VIEW CT Lm gafi� Jf lra N'pp �y NI �, �v fi 110 w 4, �a II .r mIN ,9 @ v ✓'7 1 b �� �r' " r TW s r .,V.4 � �H AVE 5 9 6 g•�' �� �� ' ;i j r p v 9 �� i°'drud,�"Ya/1hV / � Fig y �µ` i;•' � a. v ✓T d .t 6 k��i �•" 6 o f ✓ e y PRI7SPECT AVE N �' �,� ,• �• m m .M d� " dY F w�•u iS eiw, u ! '- °� a r kovy pp pp t.m z & rm 4 �tr '�a i �mm ... •"dV t l r v' LE fA E. i� �� w � us d^v;"y"° � f �• � g� �iv r � q � �� ��� � r r 4�git w ? Y .� f k m� � m V La V✓ i HAZEL AVE N /�/ .fir a T pp f " P Y 4Vv J ID � � mV " 98TH AVE. S a rm I �r k m m.c< a� 99TH AVEa� �aYlly .�. 19. I � tl •�Y Y` p'� � M1 I9I b ALVgRD AWE N 1 OOTH AVE S z m z wr.et ar m..+" " " ;• rv�: m_., P"A�4q t �r� x r ti i raw u ro 92Nf7 AVE. S z ,... "` r t t g " ,, ai r �.� � i 1111 v ° 7m z wm v Wf SUNINdIT E N m p d` Ir wo f;• G u � r ivy • .- � srm,�� N iV ,I A p ~,y r� � 1C12N0 AVE v°w N tltl r a rn ¢ G ~ V4H /ag..„ r+o 1� pirlot as r r r j nn � rN1 r� Ln 71 u gy °11" �r ? T y R d r t ma4 y' s ;; 1 , a t� �� $ .I w AVE 1 S al 4TH ^ F .8._ n � " u � I D � „M ppp8 „Vw 101TH AVE. Sn flA `i�[ hfJvuyiry $ I.. 0,4, »O' 1* vQ Ov ., _ SEE BELOW LEFT SEE ABOVE RIGHT i' m y ay a w CJ r I � �I 1 s✓r`� Pz J 2 76 � a s �s ry o u r ,y. ,;:.ro I ry VI G�� f I J t I/.p'r�l%/r✓'��,. l( 4 AP r r 41 J�Yn s 1 Orr A kv '' o f r as wr,. `��" �� /lfh. iW '✓r'g '�:� o1 , MASON AVE N 0 = !b 1 II � G� / f y Jf � ,. �, m� IfuYw faf✓ / �l����? � 11 'A f�r l6oq r r f�g a r//� ALVORO AVE. Nal Jf '„r f � "�; � � � I I�p� en � ,✓'94 / ���1/�// a � ��rl/Ui�/�a`I I r'twtr (,/� G�`r���x llr I: k"'7 s. �, {p /� fa,/d„ * ,' �, �� rb I✓�I' t h wN r� w'r'sW�l'� %""��1"I'�i r ... PROSPECT AVE N to H _ t�u�uwmu �v,�k �' I I )•iYi q, �;.. rl. rm ✓ �f r p� �w, v., r V,� r{.. � .. C I I i Al Ca c. M�J/�V//p` V' s b� If � I 4� ,r" �U ,:w� �u;�r `„� p �/� 1i1�1,,sir,;; r✓,�, `� s 0 a , I SI I :fl { LENORA AVE c a, rn rwa' max` p ti '�;,�... I 1u' "` '�!� r^w r/r%tllG✓�,i �,, �/��'�� rvX l rij , g" l' " 92N0 ,,, "fit AVE. S /may "mI — _ —.,—` �r ,� d .� HAZEL AVE N Q � or r, ✓f // �a/r I I � '�4r� OF d v"u7 � � s ... " / ;; � r✓.. u m SLlOWN�11 AVE.✓N� � ry " � k r �„ 7 ra � .H �• �� � s � �, r�r� ,pub9�i����'�(!!r„/yr,�i��{ns�////<„ �i �r�rd�� I ( i V" /�'�l/!��//j� r r G `fib , c> � f' �Y�!i� mu — N✓ SEE SHEET 41 SEE. BELOW LEFT SEE SHEET 40 r YIN. r I��rru� w�atU.wegaa�w�uw�. 72'�11 t�'�2 QG/W I } gl�Vaw/'!Ulue / SEE ABOVE RMOHT (X✓ �� �y-: �IV��iJ>D(kM1l[d✓✓f'2(h;4Fga, a r� ppIII 1110 ems, y f h i� ` I W I rt a r j Il w as /i/ r /%/i/��/ i 1 '+y �/ /' 9JWM1�.tn l'W WTI I 4 q 4 94ATH AVE tl y ook W. � a� gIIIp rY � e Y y� Irr �f 4jf % y era .,1 11 r fie% P / is �q+"� v � -m t .✓r�'laevl4u�y%i �� V 4�r Not 'd1, E 98TH AVE. S rtn cn� II _"` v' zn Sri >i, +Gl� ✓�� A�%�I�v'/ ,'U�—"� WEST MEW C �ol� -Aa' %� / 4✓" )11� ' 'W eF k' � /" ��Y�'Urv"""^ � Y I t rJl IMA �� .. ,�', 96TH AVE S�,',� AVE S SEE SHEET 42 SEE BELOW LEFT' SEE SHEET 39 4 y� u w oA, 1OOTH AVE. S ih �. SEE ABOVE RIGHT y '"� r��1�(��z• v z 2 11'1 " k b lu1 s ✓ (JJ qNY � L, ow OR CZ Lo n cn -1' n u2 8VI M Y G pp + 1u �T;� . A... rev- a 1+ T �pI I o f a ad tl�L';,' iIN` A N 1., dI'm "m III NW N*ir ,� Mo �5 ms"''+° OICA Ln 't4 m > � �'. U 11' �7+, Z22 mc 1� +' . ... C . f z /' 1 1 1 s„ f :„ 12 rs'11 z ay 12, U1 m o v Fp wa op ; . i 104TH .AVE. SE / v i r 8 ��„1il 1111111 I 'l hk 6f ,,, mrq Ln 1 d'���, ✓' %"rc�' AIM/ nvi p„ 102ND AVE.rq ".SSE a 1yy le o a 1 41 i, f r SEE BELOW LEFT V ir f I/ I � f (IIICIi „uV;IMf Je G7� ! F r rr// 9Z'"e.. rr�r� rdV" rafd N�I is f s�rw/r� m r r ;M r N rrr , � t rrr 910 N pp��qq 0 , r i � r � 3} l�� l'�(�f 1� �„ �y*l �r Sri, /r��� r��JJ✓ i�rJ � !, aIt C ' zr �m � p" 1 ra r v m r r ..a y a / �� OO/G J p✓,,,` d � < t"IMM d �r M l r ;%IIi 'i .. . lA//I! 5n o Yr` *' l�Jrrl�r a j 7; oA rl/ d frGJ iJ '�a a � , a a r m u irSi rulla r� G � / 4 d a0> © w > (nm v � m S� c 2...4 G✓;`Mv" a�i v""„"M{"`f%' r",u r r q ul r / /' " f .. l%r �1��, it r r o z U7 ^gyp .- > 2y Z :C7`� C7 r �, � u�daJ� `fir rrr r a 0 Z �z M (Jl f V2Ma F I 1/ AYMD / 2/ OZ y ��1Am a r"D �/� mn�I„��,, j;, tl „ / AID f' A r .uy4Y r'g r/ v�j�yjyrr � w.,,, r 1 l" f' 1 r r U riIA y D r r Wl fi A rf V r P � T vJ v'i r � a � �/,/�j,✓ryp p Alt, 11 All, °;iL � l pto * r,. �• \��� ", �r�IiUIf� r �� � ���/!!/� JJ�(/�� r '9>1 ;o nliiuuPoirWw G/f(�<I➢ ��.t,G ,A�v *�, '` � `� �'�� " � /ri'f��f /� r r/, �' f m 110 03 J� ! 0-4 Ui sty, l 1r ( i �1;, / / W AIL / rn m /li r ' �✓' / 9 r N�r 7L1 YAW rlir�jl �j , r r/erg ' y ;CI /��//�� i �✓�o+�J�,/ / u9't � ' �r,p,^�� � � �� r1r ,f` a.;� � m In Im N, � m c. csr 45 Pl S �y ,rr Z7 ri ri� M^� CD 00 > ol dHG/p✓ / 'ry xa W" f WLTI �r C �O mQ fT'I ' ,r �LIHJ ' ate r °A'° , ,. mCl7 �� "� 1A4Sgj�W,�1�J,SY �,ayi Av q� r 0 Vrn u r M� !/! �' ���C i� r>U C / ���w / �Ni��ia.!u �.nl/! +. � ✓� ;? av r w� i r9J H.,�Wr, Nau/✓l r / hl C"k a— f r/ f/�i r r "rn Jl(l CIS / / / an / '/i a 17 US s CfU 17{n f r f r tn n �o w rtt s� s 4 follicle au't� h/�. �s /ry. �,� �I'h l vm ,G✓,�efa� of, ��.�`lm' mn a N g SFf � I nrr/ Fi�fNE•S1fEET WTh � NJ a fi rJN^11A C 4 E � t 4n!J�l rr /�Y �N%'l%� 'j Ol All 0 AQS Ln af�mmY �uHiuRr7rN' S� 4,f 9 r ➢ j// p m� All a �ii lei r � ��I��I�UU4fs?ar/^ 0 / q a yi ,°tea of /i ox w %y (f! N J w� r/ iw n U %/�, �''I�a'rif W�)1�)hy ,+✓„ �pd s.n> �z 0 �� I Y� "J N ✓l�Aoi. ,/ j W m r >fCtl C7 r /i r F/, ca � w„ " . oe, my q "NINN,r,,, cn tin �a U7 mp � Z 3: r n cr>rn �t m Ill XC GI m 11 r 0 > 4i7 ITO NVI Illy IUNiN a i . 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APO//ir _ 4T r O I IM 0 m 116TH, AVE, SE 7 Uf f*h y yLn rn m �b rv, y » f bfb r S � k s vfi f�y $ f , a Y 4. ......l� .d� r v sk" egg No SEC Mom- - - A �. _sw.s_c v �Jfl � A f' 6 1 I aY _ Uf�ry9 wt' _ k Oil i i f a �' _ �.� �CiYm 5�5.6 k�I � �1 �y •s Y� d 00 q I xa lot c ss y o M, , . �.3 5Tt tizz+as 'r - ...x n mn i T m T v A� . a I f o II fi H � 1 j vqq n In p N x SUPPLEMENTAL INFORMATION J J i 1 J J J 2016 Asphalt Overlays/Araucto A - 3 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 40 20�16 Asphalt Overlays Engineer's Opinion of CostKENT � °~ WASH NOTON c�a 0 to W �' ra � to a � Prepared By:,►SA 1/8/2➢ I6 SCHEDULE I-B&O DUNNED OVERLAYS "A STREET STREET STRu'r ITEM sra.C.�t ON SELMON StJcrt�tN B&O FUNDEDNO. ITEM DESCRIPTION UC)11I JS-1 JS-2 jS_1 OVERLAYS ry T .t,Y 1000 Mobilization(Schedule l) LS 1 1005 Roadway Excavation Incl.I-larll CY 240 60 90 390 1010 Unsuitable Foundation Excavation Incl.11aul CY 180 40 60 280 1015 Gravel'Borrow, Including Haul and Compaction TON 30 l O 1O 50 1020 Crushed Surfacing Top Course, 5/8 Inch Minus Tt'.1N 490 110 170 770 1025 E- -Street Mix for"fern orary Pavement Patch TON 55 25 25 105 1030 Planing Bituminous;Pavement. SY 25,500 5,300 8,300 39,100 1035 I-MA Class 1/2", PG 64-22 TON 6,300 1,400 2,100 9,800 1040 6 Boot Diameter Traffic Loop EA 30 29 44 103 1.045 Additional Lead-In Wire LF` 260 220 200 680 1.050 Plastic Stop Line(24 inch wide) I.1' 315 160 200 675 1055 Plastic Crosswalk Line SF 2,530 740 865 4,135 1060 Plastic Traffic Arrow 1aA 4 4 14 22 1065 'Plastic Traffic Lester EA - 8 8 1070 Double Solid Profiled Plastic Line Ll' 8,80() 2,600 1,800 13,200 1075 Skip Profiled Plastic Large 1.1F 7,18,00 2,000 2,800 12„600 j 1080 TWLTL Profiled Plastic Line LF 1,400 1,400 1.085 Solid Profiled Plastic.Wic1r,1.altw 1,.➢11c 1-'1' 300 300 400 1,()0() 1090 Raised Pavement Marker Type 2 14UND 7 2 3 12 1095 Temporary brain Access EA 14 4 4 2.2 1.100 Replace Existing Valve Box Top Section and I..,id and Adjust to Finished Grade EA 7 15 5 27 1105 Adjust Existing Valve Box Top Section and Lid to Finished Grade EA 29 _ 29 1110 Ad➢ust Existing Manhole Frame and Cover to Finished Grade EA 28 12 8 48 1.115 Install Now Monument,Case and Cover to Finished Gracie 13A I - - I 1120 'Adjust Existing Momiment Case Cover to Finished Grade F.A 3 2 - 5 1125 Traffic Control Labor 1-1R 2,420 1,050 1,270 4,740 1130 Traffic Control Supervisor HR 410 ISO 220 810 1135 Temporary Traffic Control Devices(SCHEDULE II) I.,S I. 1140 Operating Agency Supplied Portable Changeable Message Sign(PCMS) DAY 60 30 40 j 130 1145 Sequential Arrow Sign (SAS) DAY 40 20 20 80 1150 Inlet Protection EA 35 10 10 55 1155 ESC Lead FIR 70 30 40 140 1160 Street Cleaning:Sweeping HR 1.40 60 80 ' 280 1165 1SPCC Plan(SCHEDULE 11) LS 1 1170 Temporary ErosionAVater Pollution Control (SCHEDULE 11) FA I 1175 Asphalt Cost Price Adjustment(SCHEDULE 11) CALL 1 1180 Minor Clxarnges(SCHEDULE 11;1 C'A1 C 1 \\PwtlpPppi,v'pw{rublic\Pnblic\PROJECTS\2016 Asph,ilt Overlay Conlratt`60 Design\60.6 Estimating\2016 Asphalt Ove0ey5-Engineers€pin'ion of Cost rmrrm V2.xlsx 1 a4 1 ..,:.V25J2016 4:15 PM I r4 2016 Asphalt Overlays a N KENT Engineer's Opinion of Cost xv 3 J WASHINGTON C. N. h tY -J +r a0q z W R % .tom � I: [W/� Qw � t•7 Cr s w Mb > Prepared By:JSA 1/8/2016 SCHEDULE 11-GARBAGE TAX FUNDED OVERLAYS :STREET STREET STREET STREET STREET STREET .GARBAGE ITEM ITEM DESCRIPTION UOM sECnoty SECTION SECTION SECTION SECTION SECTION TAX FU]YDED NO. SW-I SW-2 SW3 SW-4 SWS SW-6 OVERLAYS TY TY TY TY TY TY 2000 Mobilization(Schedule 11) IS 1 2005 Saw Cut Existing Asphalt Concrete Pavement LF 200 350 190 500 1,240 2010 Saw Cut Existing Concrete Sidewalk LF 70 100 60 140 370 2015 Saw Cut Existing Concrete Curb and Gutter LF 30 40 30 60 160 ry 2020 Roadway Excavation Incl.Haul CY 180 40 60 200 120 230 830 2025 Unsuitable Foundation Excavation Incl,Haul CY 20 20 10 20 10 10 90 _J 2030 Remove Existing Asphalt Concrete Pavement SY 40 80 40 110 270 2035 Remove Cement Concrete Sidewalk SY 100 210 110 260 680 2040 Remove Cement Concrete Curb and Gutter LF 190 330 190 470 11180 2045 Gravel Borrow,Including Haul and Compaction TON 20 10 10 30 20 40 130 J 2050 Crushed Surfacing Top Course,5/8 Inch Minus TON 315 120 120 160 90 140 945 2055 E-Z-Street Mix for Temporary Pavement Patch TON 55 45 25 25 25 25 200 2060 Planing Bituminous Pavement SY 4,300 1 4,165 1,000 81100 3,900 9,400 30,865 2065 Pavement Reinforcement Interlay Grid SY 7,900 6,100 4,100 5,000 3,800 10,300 37,200 2070 PG Tack For Pavement Reinforcement GALLON 1,700 1,300 850 1,050 750 2,100 7,750 t 2075 HMA Class 1/2",PG 64-22 TON 1,500 2,000 700 1,000 600 1,600 7,400 2080 Cement Concrete Sidewalk Ramp Type Parallel A EA 3 - - 9 5 13 30 2085 Cement Concrete Sidewalk Ramp Type Parallel B EA 1 - - - 1 2090 Cement Concrete Sidewalk Ramp Type Single Direction A EA 2 - - - 2 -J 2095 Cement Concrete Sidewalk SY 40 80 40 80 240 2100 Cement Concrete Curb and Gutter LF 190 330 1 190 470 1,180 -I 2105 Pedestrian Curb LF 230 330 180 470 1,210 2110 6 Foot Diameter Traffic Loop EA - 7 7 J 2115 Plastic Stop Line(24 inch wide) LF 90 52 76 66 36 16 336 2120 Plastic Crosswalk Line SF 275 275 370 370 1,290 2125 Plastic Traffic Arrow EA - 2 4 8 - 14 2130 Plastic Traffic Letter EA 8 8 J 2135 Plastic Bike Lane Symbol EA 10 1 4 14 2140 Double Solid Plastic Line IF - 5,200 1,000 800 7,000 2145 Double Solid Paint Line LF 2,600 - 2,600 2150 Single Solid Paint Line LF 51100 51100 2155 TWLTL Plastic line LF 200 800 1,000 2160 Solid Plastic Wide Lane Line LF 300 200 300 800 2165 Solid Plastic Bike Lane Line LF - 3,300 2,100 5,400 2170 Raised Pavement Marker Type 2 HUND 3 3 1 1 8 2175 Replace Existing Valve Box Top Section and Lid and Adjust to Finished Grade EA 11 8 11 6 36 .J 2180 Adjust Existing Manhole Frame and Cover to Finished Grade EA 18 - - 1 2 22 43 2185 Adjust Existing Catch Basin Frame and Grate to Finished Grade EA 5 - - - 5 y 2190 Adjust Existing Monument Case Cover to Finished Grade EA l 1 5 8 4 1 18 47 2195 Traffic Control Labor HR 780 670 310 740 490 940 3,930 J 2200 Traffic Control Supervisor HR 1 130 120 60 130 90 120 650 2205 Temporary Traffic Control Devices(SCHEDULE 11) IS I 2210 Portable Changeable Message Sign(PCMS) DAY 50 50 30 50 40 30 250 2215 Sequential Arrow Sin(SAS) DAY 30 20 to 30 20 30 140 2220 Inlet Protection EA 30 20 5 20 10 1 35 120 J 2225 ESC Lead HR 50 40 20 50 30 40 230 2230 Street Cleaning Sweeping HR 90 80 40 90 60 40 400 2235 SPCC Plan(SCHEDULE II) LS 1 2240 Temporary Erosion/Water Pollution Control(SCHEDULE 11) FA 1 J 2245 Asphalt Cost Price Adjustment(SCHEDULE 11) CALC 1 2250 Minor Changes(SCHEDULE II) CALC 1 \\Pwuptpply\pwpublic\Public\PRO1ECrS\2016 Asphalt Overlay Contract\60 Design\60.8 Estimating\2016 Asphalt Overlays-Engineers Opinion of Cost Form V2.xlsx lofl 1/25/2016 4:17 PM 2016 AsphaltOverlays Engineer's Opinion of Cost KENTr . W A 5 H f No"roN Prepared By: JSA 1/25/2016 SCHEDULE II - GARBAGE TAX FUNDED OVERLAYS ITEM STREET t+rARITA ITEM DESCRIPTION UOM SECTION LEVEE NO. Narita Q Y PAVING 3000 Mobilization (Schedule III) LS I 3005 E-Z-Street Mix for Temporary Pavement.Patch. TON 5 5 3010 Planing Bitu-ninous Pavement SY 20 20 3015 HMA Class 1/2", PG 64-22 TON 50 50 3020 Traffic Control Labor HR 32 32 3025 Traffic Control Supervisor HR 16 16 3030 Temporary Traffic Control Devices (Schedule 11I) LS 1 3035 ESC Lead HR 16 16 3040 SPCC Plan (Schedule 111) LS I 3045 Temporary Erosion/Water Pollution Control (Schedule 111) PA 1 3050 Asphalt Cost Price Adjustment (Schedule 111) CALL I 3055 Minor Changes (Schedule 111) CALL 1 \\Pwupfpply\pwpublic\public\'RROJECTS\2016 Asphalt Overlay Contract,60 Design\60.8 Estimating\2016 Asphalt OverRays-Engineers Opinion of Cost Form V2.xlsx 1of1 1/25/2016 4:31 PM LOCATION MAPS, PLANS, AND CROSS SECTIONS a J J _J J 2016 Asphalt Overlays/Araucto A - 4 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 TRAFFIC CONTROL PLANS 2016 Asphalt Overlays/Araucto A - 5 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 ----. ._...__.._.e — CTV3HV` GEN Lu mm C3V02l,,, '7 SIGN LOCAT10N (TEMPORARY MOUNT) £—ozm FLAGGE'R LOCATION d645 ` � e a � „ Wd38J,,, TEMPORARY TRAFFIC CONTROL DEVICE (CONES) W VL-04M ;' m CK CL 'AP 4 0 �r z p NCJT FORTM-' 211I0 JAhtI .;C $.T Ov1:1<<..AY ,PRO E 1 " MAJOR RESIDENTIAL STREET �$ I 9' I' £T v J 1tCCU"d110ING IU RGW 47 3Fa.207 ANY ROAD PRQk(,T Y?dFRF THERE IS 0� Vu,,LL m 0 ��a BEd IR6Y�?VE N PAW NBF.Ndf, RRRtER l"l,Ah C v rlTptOiLTES USE EXTREME� a IEEI.R9 A 1h.S, Af1U 701T g 7 GAVIA EAR'R1 SURFACED ROAM"MYS,, ,;,AUTIDY,e "SHAU D6 AY 1116 S041 IN GO"Ii1 I s d1Y0MOOS IN ACCORDANCF W1111 111E p, HVIU)AND STATE AYCIgCldf"IS. ,01, NG7TC: GI hlt E�III ItJ IE`�AND S 1EA1.L CONFORM fC 7 StandwcrTvrx�r�r�-ninf1 thnactual r�U���cibe 1. All SIGN, I AONG S use 111F MUTED AND CITY 01 KEN ���' W 0-7A conNikioD. SPECIFICATIONS, 2, PRIORITY PASSAGE THRUM WORK AREA MR BE [IJERGE NCf Wk 191C,{.I_.� SHAI_N_ BE PROVIDED AT BE ^� � V1�1 -lTQJI 'AC31"tl)T�T" LANE EDGE" r E;L pREP.�f11 a � V1+T; 2C?f31 "GROOVED PAVEMENT" TO 5. N0 FARNKIhTy ,71GhJ; S11ALI_ BE IN RLAf,L m„STOPVO� 1VTi 1 I,J�JFp" ON TYPF 2 OARRN ADDS, TWO CALENDAR y °'�'..'`� WORK -� IWORK .. _. .. DA S IN Ai)VANT E" C1 START OF WORK. � �� )I m..., _ 4& PROJECTIVE VFHIC I Nd CU"Y�ITf NDED MA'Y BE A 1 4 WORKVFIIICLI `� C INSTALL I'CI�i`J �dC�IS "Y C,ALII^NIJAT� DAYS5. DEVICES SHAIA NOT ENCROACH INTO ADJACENT �AHEAD Y f'E�9C1C1 'I(7 S�1 hf�T (3G Al Si? hd�1"116 Y LANE OR PATTY. � CITY OF KLNI PROJECT T INSPECTOR ECTOR 10 ", W1a0—I CAI_ENDDAR DAY".', ALL SIGNS AT3"u�{£#'" 0/061T11_I�x5 O��6TI(�"Cd4°,1TC SPECIFIED. 7. CHAFNNEI..17.A110N fl I:WI E.S ARE STANDARD IRAFFiC CLINES. 1, ALL IPACING HAY IE AOJLIS]EU TO ACCOMMODATE AT GRADE MERSECTIONS AND/'OR DRIV WA'r 1. d. ROADROADY1�4. CI.N 9. (,ONTACTOR SHALL Ati-I?[ ATFECT1'D 81F'1UIAFEN SIGNS SIG 1 RESIDENTS AND ITI SPIESSES 7 DAYS IN URBAN 200 F,T ADVANCE Of START GI WORK, z�25,/.3c7 MPt-t 10. CONTRACIOR .SHALL ALFRT KEN] SCHGO1. DISTRICI AT (253) 373--7442 5 DAYS IN ADVANCE OF STAI'U OF WORK, 11. CONTRACTOR SHALT AI 1 If r M IRO TRANS11 2016 ASPHALT OVERLAY 5 BUSINESS DAY IN ADVANCE OF START OF PROJECT � WORK Al r,urot,yfrukc�kr+ar�,pr rri T ud7rJc��uniY.�J�'rW E T mr..«xarsw ENGINE N T ENGINEERING DEF+ !n _26A8 LAL9//�� V.p z on91,0Z Uor 1N3F41NYd3Q ONW33NION3 H MY) "Ma J SIN MG JLNaM A 0 ALID ]WIS 20 T)IP1AfW'M 00 SSTNI",ffl� lf3ffval.09L3,11 RMV 11416 PhIMMOD 'k AMIA 1) AD 3MMOV i33rodd Jy L� .1001-lis PEN 181 IV'IIVK'� EIMMI No)'N AV�d 3AO i1V HdSV 9 [0Z MYNA JJ PI'ViS JO'-4M#A0V NI SAVO t, SKSMISM OW RNMSM ORIA-M 16-TIV 11VHs WIM1100 '6 'somwwj?Io/agv ]QUID IN 30001,M1013v 01,03MYOV 30 AM'MiDUS 11V '9 UiRU W;wv\, '031303.6 MN �4, 33WHI,110 SSITM(."/a aRVn 11r sols-nv-o ItlVd W BVI INDWOV olk II)Vodxrl JBI 110N,S.TNAN T V 38 "R)IIPA MUMNI'd 'M0 D A. DIV.1s#) W Wfl IV III < w Anmalvl 0}u, 'cfS'L" I 3d NI 30-11WIS ON� 1., SYM.ily 1V MAW YJ WHS I%ITM AM31KIM YRY XYMA Ilifffild Y,)VSSVd A,IWORIJ 7 jfl�.M A Atli CIA, OlAyf 111. 01 '1703 5NO4a"6 ONV SHTS'TIV 1 *41 '103rMid ),V'W3A0 JS 'S"ANVO 910Z 3111 MA M M W1036SNI 103PONd J.tq3)I JO kAlOpq 61t4v MOM 30 J11v1S 01. doNd SIMI WOWTM) /- !�NW; SVC30 Tivis;4l "dYfl,10" 1—91A -111A JA.,1YCiAVd 03AWN'L IOU .3oo iiwi unmnv. 10 0--L'NA OLID "Zmul c6u]Ff bulmn" PgcqfuoIs \4k" k4"IW20-7A (S3NO3) 301LA3a 10KNOO 3L:l-:IVU AaVEJWVJ31 NOLLV001 830OV-U W20-4 If!,4:,m 4"s sm i wmx skvA 01V`0"�IM,,H F,"X10 Mill", s�-x�, (INnovi MJVWdN�11) NOILV001 NOIS W20—t I da SY2,4,M 1 (WOU I NV'02 -1,Wfl�0 ,Yrj LEC ,Z SIGN LOCATION (TEMPORARY MOUNT) 90EWA.x CLOSED +ro TEMPORARY TRAFFIC CONTROL DEVICE (CONIES) „CftQ55 HERE R9-11 A L,Cl/A; V1CT.IwF: �. N0I FOR THE 0a5 JMIAI-�5� ;,T a V° a,1_1,,Y I r:a rr rz .,SIDEWkIW GLQISED LOSER CLffiSE � . D CROSS R9-9 R9-11A GFNF'.RAL IAOTFS: 1. ALL SIGIIS AND SPACING SHALL CONFORM TO THE FTI TU) AND C;fY OL fCMT SP CTFICAMONS. J. PRIORHY PASSAGE THROUGH �YORIC AREA FOR EMERGEM,Y VI IKLES SHALL BE PRCIV^LD AT ALL 11MES. 3. '"NO PARKIIIG" S GNS "HALL BE ICI PLACE Off TYPES 2 DARItIGAOIiS, `ViO CALENDAR DAYS IN ADVANCE OF SIART OF WORK. IPIFT"I-ALA_ PC MS a:9C I L'°> l C;A8 ENOAR DAYS 4. 1=ROTE C(IVC: VEHK I L 6dEGOIAMENOLD—MAY 0L A � PHU? "TO STAR 1 CAI:, WORK AND NO"TN°Y WORK WHICLE, CfTY OF KEN"I P"O,lE.'C,I IN SP1a.tsTOR 10 5, DEWS SHALL. NOT ENCROACH INTO ADJACENT C;ALI NI3DAR DAYS. LANE OR PATBI. 6. ALL SIGNS 48%46:' 13/0 UNLESS OTITE1 WSE SPEC,0ED, 7. CHANNF[VA;IICTFB DOACI S ARE SIA14DARD T'RAI I fC, CONES. B. F.I.I. SPACING MAY OE I&USIED TO ACCTWTCIDATF AT GRADE INTERSE MIQ6 AND/OR DRIVE.T'VAYS. 9. CONTRACTOR SHALL ALERT AFFECTED R[':MENTS AND 13USINESSEG 7 DYES IN ADVANCE OF STAR[ OF WORK 11. 1111RAC;MI SHALL A1, 111 111T 11111 , 3 D1SMR,'T Al (253) 373- 7412 5 DAYS ILL ADVANCE OF `TART OF WORK 11, CNIRACTOR SHALL ALERT MEI'RO TRs1.NM 5 BUSU NI:SS DAY IN ADVANCE OF SIARI IMF 2016 ASPHALT OVERLAY 4fC)RE4 A I' T PROJECT KEN 'WA9 MiMgYpp CITY OF I£FNT SC&E qp/�xpa�,arsg� ENGINEERING DEPARTMENT PATE J n 1 YY HLI\ i OV3LEGEND SIGN LOCATION y ��a (TEMPORARY MOUNT) � TEMPORARY TRAFFIC CONTROL DEVICE (CONES) I r °SIhO>1P9'VP� � F,� Qv08 a c�v 1CC.Aa1E T. 1 "r Acrc) PNIP lay P�Ck"d+ll ! �Ck7 I'my (€ CROOVED PAV .40d9, �TBRUP'I LANE E EIaGLS SIEE. PI AWSu ACIDIOR v z G S GED ROADWAYS,MIL GIALAY INS IGII tlBOTH 1IRFCTCNS I HIT AWADAIVE V91Vd 111. @A 70 AND SPAN MAF.NWAFTI'Ia. C)YtiTAN(iC. �� c T1,7A C) r'Ygk' 3ki,Yi"d t IJ Pt:rB f907E:. 2CJAC7 bAC Vd a00 rr 4 / _ `�#tiaelsix�r��3 k"acal-oalrbrl Ie'IOs> roust,roust, rpl,�E� &�e -- ' ar;ecl to w arri of the a,,Ct,d roadway . n r xa11;TC'C on, s�ppyy^^pp 1 t,;y 0 } p y' LANE yq y O ' i W'G8 2CJC71 GR()t'JVE.GJ k'AVC6v1C+:Wf", t ALL S%NS AND SPACING SHALL CONFORM TO HE IAUTCD AND CITY OF KENT 2. 1 IPRIORITYCY PASSAGE T1,rOl1Ce1 1dUEZi< AREA F"CI I Ih!(>T":"tB_1_ I�CM3 �4fial�S 7 CALENDARDAYS� Q �d � d EMERMIGY VEHICLES SHALL BE PRtJ1 PED Al � PRIOR TO START CJC' ��VC�q�IC AC�JB' NOTIFY ALL TIMES. A,': � CITY OF (CENT Pf6 OJE C I IEI(,1"'h:C'TOR 10 3. "NO I't+Rl{ 4G' SIGNS SHALL BE AEI PEACE '� � GALL:N Cyl RDAYS. ON fYPE 2 BARRICADES, 1T4'O CALENDAR DAYS 1N ADVANCE UC START 01: WORK. 7 „ 4. PROTEC'ITVE 'A'111CLE RECOMMENDED—MAY BE: A WORK VEHICLE, 5. DEVICES SHALL N01' ENCROACH IN10 ADJAGIM LANE OR PA1H, 4MS-1 5. ALL SIGNS 48"x43" G/0 UNLESS 01HEWS \V ROADS SPEC 9E IC.p). NARROWS)" 7. CHANN LILATION DEVICES ARE, STANDARD A 5. ALL SPACING MIAY Hr ADJUSTED TO rV amN ROAD ACCOMLIC)OME AT GRADE INTE:RSECTIC NS, ✓� ' WORK A AND/OR WIVEWAYS, AREAD J, CONTRI ACTOR SHALL. ALERT AFFECTED 4�VY20-1 RESIC)04TS AND BUSINESSES 7 DAYS IN ADVANCE: OF START OF 4"BORIC, 10, CONTRACTOR SHALL ALERT KENT SCHOOL ��� ASPHALT OVERLAY AT (253) 373 1442 5 DAYS 1N ADVANCE. OF START Oi- W'ORK PROJECT 11. CONIRACrOR SHALL ALERT METRID GE2ANSI'T KENT 5 EJU SINE SS DAY IN ADVANCE, OF START OF W.#HMk.T.* YK)1lC A'T CITY OF KENT s EXHIBIT ENGINEERING DEPARTMENT on 2016S ]NARROW 0---4x0 W> o* r-z 0 m G) < aca z 0 C) M ch O'n CD C) 'CL C/) Cl) < C) x x x z 0 i2 Z" 6 ........... 117/ III I 0 IT, I 0,9wro 'Qui - 0 Ln NO N OAV pWIUDO 1� J�2.'VI F 5 F, A, :�z V z M m jj M r1l n Ln Ei "n Ul "M 57 Rl a t�,CIAV 4� 3 d C m M m T (D < 0 C) Q CD o R rn c > CD < 3 71 WY a�'CL Ex Ca I 2) c FYI 115 3 3 CD k ni CD 2, IQ N aAv POPOWA -n c 77 02 > 0 C,p Dark Ave N vc z o -u is LL 41, cr Tj m 'o 7,E o > LJ Lli Wfl CJ< Vl)(,odtod Ave N -Y LL 0 jJ 0- a. 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Satterstrom,AICP, Planning Director Charlene Anderson, AYCP, Planning Manager ���u� Phone: 253-856-5454 WAsIitHOTON Fax: 253-856-6454 Address: 220 Fourth Avenue S. Kent, WA 98032-5895 J AIDDENOUM TO MITIGATED DETOAMIN&ZON OF NONSXONIFZCANCE ENV-9012-1 SR 516 TO S 23I9r WAY LEVEE IMPROVEMENTS ENVM2012-1(lw) /APSA-2:Wo854 Responsible Offlclal: Charlene Anderson, AICP Staff Contact: Erin George r. PROPOSAL The City of Kent Public Works Department proposes to revise the design of . the previously permitted SR 516 to S 231st 'Way levee, The previously approved project involves. work In several segments between State Route 516 and .South 231st Way .(now called Veterans Drive); however, the proposed revision to the levee design will only affect.one segment near the .. intersection of James Street and Russell"Road, The location of the new levee , berm (which has not yet been constructed) will shift apprgxlmately 30 feet farther from the river than originally•designed. The new levee north of James Street and adjacent to. The;Lakes community Is not proposed to change alignment. -The finished elevation of the•re-allgned road will•change to be approximately 8'feet•hlgh'dr."'iNn";Its current elevatlon; 2 feet higher than previously designed. The top ''df -the existing levee berm will be ,removed to create. a planting••,bench-between the river and the new levee, which will provide addltlonal•flaod,,stordge and habitat for the Green River and prevent ponding of storm water runoff between the trail and the old levee. This project is part of a larger.•efforf to have the entire levee system within the city limits accredited by FEMA, Accreditation of this levee will remove areas behind the levee from FEMA flood maps which will reduce development restrictions.and FEMA•flood Insurance requirements In the Kent Valley, Associated work includes- removal••and.'relocatio.n of existing utilities within the new levee footprint, as well as removal of all trees and vegetation within the same footprint. Disturbed areas will be hydroseeded and off-site tree mltigatlon will occur upstream on-the-Green River at South 261st Street and 80th Avenue South. Vegetation .wlll be planted on the new planting bench; J 1 . n Li Addendum SR 516 to S"23111 way Levee Improvements ENV-2012-1(M)/ RPSA-2140B54 and landscaping strips will be provided along the street and the trail. The original levee design was permitted via a Shoreline Conditional Use permit (#RPP3-•2120176) and Shoreline Substantial Development permit (#RPSP- 2120135). No additional shoreline permitting -is required, as the proposed change will not materially alter the project's ability to comply with the original shoreline permit conditions. The project area is located on the right (eest) bank of the Green River at the corner of James Street and Russell Road, Identified as King County parcel numbers 2322049027, 2322049010 and 1085670000. The property Is zoned r SR-1, Residential Agricultural'and MR-G, Low Density Multifamily Resldentlal, The scope of this addendum 14 to provide additional analysis and to Identify . any impacts associated with this development that may not have been r" evaluated under the original SEPA review for SR 516 to S 2311t Way Levee improvements, ENV-2012-1. The analysis Is based upon the submittal of an Environmental Checklist, ENV-2012-1 (M), KIVA 2140854. r XX. BACKGROUND INFORMATION r- Compliance with Kent's Comprehensive Plan (Ordinance 3222), the L Washington State Growth Management Act (GMA), The Local Project. Review Act (ESHB 1724 and ESB 6094), Kent's Construction Standards (Ordinance 3944) and Concurrency Management (Chapter. 12.11, Kent City Code) will L require concurrent Improvements,or the execution of binding agreements by the Applicant/owner with Kent to mitigate Identified environmental Impacts, These Improvements and/or agreements may Include Improvements to L roadways, Intersections and intersectlon traffic signals, stormwater detention, treatment -and conveyance, utilities, sanitary sewerage and r domestic water systems. Compliance with Kent's Construction Standards L may require the deeding/dedicatlon - of right-of-way for identified Improvements. Compliance with Title 11.03 and 11.06 of the Kent City Cade may require the conveyance of Sensitive Area Tracts to the City of Kent In order to preserve trees, regulate the location and density of development �- based upon known physical constraints such as steep and/or unstable slopes or proximity to lakes, or to maintain or enhance water quality. Compliance with the provisions of Chapter 6.12 of the Kent City Code may require L provisions for mass tranglt adjacent to the site. In addition to the above, Kent follows revisions to the Washington State L- Environmental Policy Act, Chapter 197-11 WAC (effective November 10, 1997), which Implements ESHB 1724 and ESB 6094. F L A. SEPA COMPLIANCE r` On March 9, 2012 the City of Kent Issued a Mitigated Determination of Nonsigniflcance for the original design of the SR 516 to S 231st Way levee (ENV-2012-1), which Included a setback levee berm In several segments between State Route 516 and South 2311t Way. L.. Page 2 of 6 r L Addendum SR 516 to S 23V5 Way Levee.Improvements ENV-2012-1(M)/ RPSA-2140854 Scope of Addendum -- As outlined In the SEPA rules,•an addendum provides new analysis or information about a proposal but, does not substantially change the prior analysis of significant Impacts (WAC- , 197-11-600(4)(c)), This addendum has been prepared,to provide information regarding the revised proposal for the SR 516 to S 2318t Way Levee Improvements. This addendum does not identify new impacts' or significantly change the prior environmental analysis completed as part of ENV-2012-I., iB, STATEMENT OF CON ISTENCY This application Is subject to and shall be consistent with the following: Kent City Code, International Fire Code, International Building Code, the City of Kent Design and Construction Standards, the City of Kent Surface Water Design Manual and the City of, Kent Shoreline Master Program. C. ENVIRONMENTAL REVIEW — SCONE OF DNS ADDENDUM The City of Kent has reviewed all environmental documents associated with the SR 516 to S 231fit Way Levee Improvements as part of a phased review as outilned by the State Environmental Policy Act, (WAC 197-11-055)•, The State Environmental Policy Act (SEPA) and rules established for the,act, WAC..197-11, outline procedures for the use of existing environmental documents and preparing addenda to environmental declslons. J Phased Review — SEPA rules allow environmental review to be phased so that review coincides with meaningful points In the planning' and decision making process (WAC 197-11-055(5)), Broader environmental documents may be followed by narrower documents. that Incorporate general discussion by reference and concentrate solely on Issues specific to that proposal. SEPA rules also clearly state J that agencies shall use a variety of mechanisms, Including addenda, to avoid duplication and excess paperwork; Prior Environmental Documents -- The City of Kent issued a Mitigated Determination of Nonslgnlflcance (ENV-2012-1) on March 9, 2012, Under the scope of ENV-2012-1, the City analyzed the Impacts associated With the development of a setback levee, As revised, the proposed levee Is consistent with the type of development which was analyzed under MDNS #ENV-2012-1; therefore, adequate environmental analysis has been provided for the Impacts associated with this development proposal. _a III. ENVIRONMENTAL EL15MENTS All environmental elements were adequately addressed within the parameters of the MDNS Issued for the original project (ENV-2012-1); J however, additional guidance for the proposed revised levee Is as follows: Page 3 of 6 Addendum r SR 516 to S 2311t Way Levee Improvements ENV-2012-1(M)/RPSA-21408t4 A. Earth Approximately 33,000 cubic yards of fill material will be used for the proposed levee, which Is slightly more than the amount of fill originally planned (30;000 cubic yards) for the prior berm design. Approximately '2,250 cubic yards of excavation will occur to create the planting bench and new road: Removed material will be disposed off site at an r approved location, S. Water A portion of the project area Is located within a special flood hazard r area. The revised project design Includes creation of a planting bench* on •the waterward side of the existing levee, which will create additional flood storage for•the Green River, The applicant is required to submit a completed Flood Zone Control Permit and comply with the ' City's flood hazard regulations In Kent City Code Chapter 14.09, F C. Plants L The proposed revised levee will result In 3 additional-trees removed above those Identified for removal with the original design. The "planting bench" area to be excavated out of the waterward side of the existing levee berm will be planted with native trees and shrubs to replace those removed and provide wildlife habitat and shading. Off- site tree mitigation was provided with the original project design upstream along the Green River near South 261at Street and 8& Avenue South. These mitigation plantings have already been Installed, Type XI landscaping will be installed along Russell Road as originally required by the Shoreline Substantial Development Permit. D. Animals r A Biological Assessment prepared by Shannon & Wilson, Inc., dated L October 3, 2011 analyzed Impacts to endangered and threatened species as a result of this levee project and three other levee projects, r While It was not updated based on this revision, the analysis L considered earthwork upslope of the Green River, which adequately captures the changes to this project. The Biological Assessment concludes that through avoidance of In-water work and with L Implementation of the TESL plan, SWPPP, and stormwater control and treatment measures, the project may affect but Is, not likely to r adversely affect Bull trout, Puget Sound Chinook, and Puget Sound L steelhead and their designated critical habitat. E. Land and Shoreline Use. The original levee design was permitted via a Shoreline Conditional L Use permit (#RPP3-2120176) and Shoreline Substantial Development r permit (#RPSP-2_120135), Pursuant to WAC 173-27-100, 'a shoreline permit revision Is not required, as the proposed change will not materially alter the project's ability to comply with the original shoreline permit conditions, the Shoreline Master Program or the L Shoreline Management Act, L Page 4 of 6 r L Addendum SR 516 to S 2311 way Levee Improvements ENV-2012-1(M) /RPSA-2140854 R, Aesthetics The James Street/Russell Road intersection will be raised approximately 8 feet In order to accommodate the new levee berm alignment, with the road atop the levee In a portion of the Intersection. To minimize Impacts to the City's Public Works Operatlons facility, ,a retaining wall will be constructed to hold flli'material for the new road, where It abuts the Operations site, This wall was not a 'part of the original design. The wall will gradually Increase In height along with the road as It approaches.the corner, with an average wall height of 8 feet, ®. Recreation The Green River Trail currently runs atop the existing levee berm. This trail will be removed and a new trail will be constructed at the James Street/Russell Road intersection to separate the trail from the roadway, The new.trail will connect to the existing trail to the north and south, Asphalt pathways will provide a connection to the trail for cyclists riding west on James Street and north on Russell Road, A raised crosswalk on Russell Road will provide a safe crossing for trail users who park In the Russell Road Park parking tot on the east side of the road, H. Transportation Eight parking stalls will be eliminated from the Public Works Operations facility as a result of this revised project. The applicant has coordinated. with Public Works to rearrange the parking on-site as a necessary to accommodate their needs, L Utilities Some modifications to water and stormwater lines in the Russell Road and James Street intersection will be necessary. Gas, electric, cable, telephone and sewer lines will also be relocated as part of the project. IV. SUMMARY AND IaECOMMIrNDATION A. SUMMARY Per WAC 197-11-660 and RCW 43,21C,060, the City of Kent may establish conditions to mitigate any Identified Impacts associated with this proposal. The following supporting documents serve as possible bases for any conditions and mitigating measures: 1. City of Kent Comprehensive Plan, as prepared and adopted pursuant to the State Growth Management Act, 2, The State Shoreline Management Act and the Kent Shoreline Master Program, . 3, Kent City Code Section 7,07, Surface Water and Drainage Code, Page S or 6 r` Addendum r` SR 5I6 to S 231"way Levee Improvements E19V-2012-1(M)/ RPSA-2140854 4, - City of Kent Transportation Plan, Green River Valley Transportation action plan and current Six-Year Transportation Improvement Plan, 5, Kent City Code Section 7.09, Wastewater Facilities Plan. 6, City of Kent Comprehensive Water Plan and Conservation Element. 7. Kent City Code Section 6.02, Required Public Improvements, 8, Kent City Code Section 6.07, Street Use Permit Requirements. 9, Kent City Code Section 14,09,-Flood Hazard Protection, 10, Kent City Code Section 12.04, Subdivision Code, r- 11. Kent City Code Section 12,05, Mobile Home Parks and Section 12.06, Recreation Vehicle Parks. 12. Kent City Code Section 8.05, Nolse Control, r 13, City of Kent International Building and Fire codes, 14. Kent City Code Section 15, Kent Zoning Code. 15. Kent City Code Section 7.13, Water Shortage and Emergency Regulations, and Water Conservation Ordinance 2227, L 16, Kent City Code Section 6.03, Improvement Plan Approval and Inspection Fees, 17. Kent City Code Section 7.05, Storm and Surface Water Drainage r Utility. ,.: L. 18. City of Kent-Comprehensive Sewer Plan. 19, City of Kent Fire-Master Plan, r 20, City of Kent Section 11.06"Crltfcal Areas. B. RECOMMENDATXOi11 r The Mitigated Determination .:cif Nonsigniflcance Issued under ENV•- 2012-1 for the SR 516 to S 2315E'Way Levee Improvements provided r extensive analysis. - with ' regard to the environmental impacts associated with the 'construdtioh of a setback levee. The City has reviewed the developmerlt'pfopossl for the proposed revised levee and has found It consittent with•the scope of the original proposal as L Identifled under ENV-2012-1; therefore, this action will not create additional or significant•impacts beyond those previously Identified and r- does not warrant separate. environmental review as outlined In the L_ State Environmental Policy Act (SEPA), WAC 197-11. Dated: May 2, 2014 L SI nature: Charlene Anderson, AICP, Responsible Official _ EG:pm S;�PermltIPlan�Envl201442140854addendum,doc L L Pagd 6 I A Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 MITI Creek Boulevard FISH and RCw77.55.021-See appeal process at and of HPA Mill Creek,WA 98042.1290 -' WILDLIFE (425)715-1311 J Issue Date: May 13,2014 Control Number: 126629-2 Project Expiration Date:April 08,2017 FPA/Public Notice#: N/A i PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Kent Public Works Engineering Dept J City of Kent ATTENTION:Beth Tan 220 41h Avenue South 220 Fourth Avenue South J Kent,WA 98032 Kent, WA 98032 253-856-5500 253-856-5552 Fax:253-856-6500 Fax:253.856-6500 Project Name: SR 516 to S 231st Way Levee Improvement Project Project Description: Construct a secondary levee, approximately 5112 feet higher than the 100 year flood elevation of the Green River. PROVISIONS 1. The project may begin Immediately and shall be completed by April 8,2017. 2. Work shall be accomplished per plans and specifications approved by the Washington Department of Fish and Wildlife (WDFW) entitled, "SR 516 TO S. 231ST WAY LEVEE IMPROVEMENTS", dated May 9, 2014, except as modified by this Hydraulic Project Approval (HPA). A copy of these plans shall be available on site during construction. 3. NOTIFICATION REQUIREMENT: The Area Habitat Biologist (AHB) listed below(e-mail to fisheldf@dfw.wa.gov) and the Enforcement Program Officer(e-mail to richacbr@dfw.wa.gov)shall receive e-mail notification from the person to whom this HPA is Issued (permittee) no less than three working days prior to start of work, and again within seven days of completion of work to arrange a compliance inspection. The notification shall include the pan-nIttee's name, project location, starting date of work or completion date of work, and the control number of this HPA. 4, Grading shall be accomplished In a manner that avoids waterward release of material. 5. Disturbance of the streambed and banks and riparian vegetation associated with the river shall be limited to that necessary to perform the project. Affected areas of vegetation shall be restored to pre-project or improved habitat configuration. Prior to December 31 of the year of project grading, the disturbed areas of vegetation shall be revegetated with native or other woody species approved A by the AHB.Vegetative cuttings shall be planted at a maximum Interval of three feet(on center). Plantings shall be maintained as necessary for three years to ensure 80 percent or greater survival of each species or a contingency species approved by the AHB, J 6. Equipment used for this project shall be free of external petroleum-based products while working around the river and wetlands associated with the river. Accumulation of soils or debris shall be _, removed from the drive mechanisms (wheels,tires,tracks, etc.) and undercarriage of equipment prior to its working within the floodplain of the river. Equipment shall be checked daily for leaks and any necessary repairs shall be completed prior to commencing work activities along the river and Page 1 of 4 r- L. Washington HYDRAULIC PROJECT APPROVAL North Puget sound Department of 16018 Mill Creek Boulevard (- FISH and RCW 77.65.021-See appeal process at and of HPA MITI Creek,WA 980124296 WILDLIFE L (425)776.1311 r Issue Date: May 13,2014 Control Number: 126629-2 Project Expiration Date:April 08,2017 PPA/Public Notice#: NIA r: wetlands associated with the river. `- 7. If at any time, as a result of project activities, fish are observed In distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills), immediate notification shall be `- made to the Washington Emergency Management Division at 1-800-258-5990, and to the AHB. 8. Erosion control methods shall be used to prevent silt-laden water from entering the river and �- wetlands associated with the river. These may Include, but are not limited to, straw bales, filter. fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags or other material, and/or immediate mulching of exposed areas. 9. Prior to starting work, the selected erosion control methods (Provision 8)shall be Installed. Accumulated sediments shall be removed during the project and prior to removing the erosion control methods after completion of work. r 10.All waste material such as construction debris, silt, excess dirt or overburden resulting from this L project shall be deposited above the limits of floodwater in an approved upland disposal site. 11. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid,fresh cement, L sediments, sediment-laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the river or wetlands associated with the river. F L PROJECT LOCATIONS r_ Location#1 SR 516 to S 231st Way L WORK START: May 13, 2014 ]WORK END., April 08, 2017 WRIA: Waterbody: Tributary to: 09.0001 Duwamish River/Green River Elliott Bay L. 1/4 SEC: 5ectlon: Townshlp: Range: Latitude: Longitude: County All 114 122 N 104 E IN 47.40764 W 122.2707 King L Location 1 Drivlrx Dtrecilons Accessing the city from 1-5,take the State Route 516 Exit and head east on Hwy 516 towards the city center.Turn c— left onto Washington Avenue SW and take a left again on South 196th Street.South 196th Street turns Into Russell Road and continue to head straight until you reach South 200th and 58th Place South/Three Friends Fishing Hole Park. r L r APPLY TO ALL HYDRAULIC PROJECT APPROVALS L This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77.65 RCW(formerly RCW 77.20). Additional authorization from other public agencies may be necessary for this project. The person(s)to whom this Hydraulic Project Approval Is issued Is responsible for applying for and obtaining any additional authorization from other public agencies(local,state and/or federal)that may be Page 2 of 4 L_ Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and ROW 71.65,021-See appeal process at and of HPA Mill Creak,WA 98012-1296 A WILDLIFE (425)775-1311 Issue Dale: May 13,2014 Control Number: 126629-2 Project Expiration Date:April 08,2017 FPA/Publlc Notice#: NIA a necessary for this project. This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person(s)to whom this Hydraulic Project Approval Is Issued and operator(s)performing the work. This Hydraulic project Approval does not authorize trespass. The person(s)to whom this Hydraulic Project Approval Is Issued and operator(s)performing the work may be held liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. A Failure to comply with the provisions of this Hydraulic Project Approval could result In a civil penalty of up to one hundred dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment, J All Hydraulic Project Approvals Issued under RCW 77,66.021 are subject to additional restrictions,conditions,or revocation if the Department of Fish and Wildlife determines that changed conditions require such action.The person(s)to whom this Hydraulic Project Approval Is Issued has the right to appeal those decisions.Procedures for filing appeals are.11sted below, MINOR MODIFICATIONS TO THIS HPA:You may request approval of minor moditications to the required work liming or to the plans and speclflcatlons approved In this HPA.A minor modiflcatlon to the required work timing means up to a one-week deviation from the timing window in the HPA when there are no spawning or incubating fish present within the vicinity of the project.You may request subsequent minor modifications to the required work timing.A minor modification of the plans and specifications means any changes in the materials,characterlstics or construction of your project that does not alter the projects Impact to fish life or habitat and does not require a change In the provisions of the HPA to mitigate the Impacts of the modification.Minor mocilflcatlons do not require you to pay additional application fees or be issued a new HPA.To request a minor modification to your HPA,submit a written request that clearly Indicates you are requesting a minor modification-to an existing HPA. Include the HPA number and a description of the requested change and send by mail to:Washington Department of Fish and Wildlife,PO Box 43234,Olympia, Washington 98504.3234,or by email to HPAappilcallons@dfw.wa.gov. Do not include payment with your request, You should allow up to 45 days for the department to process your request. MAJOR MODIFICATIONS TO THIS HPA:You may request approval of major modifications to any aspect of your HPA. Any approved change other than a minor modification to your HPA will require Issuance of a new HPA.If you paid an application fee for your original HPA you must Include payment of$160 with your written request or request billing to an account previously established with the department.If you did not pay an appllcation fee for the original HPA,no fee is J required for a change to It,To request a major modlflcation to your HPA,submit a written request that clearly indicates you are requesting a major modification to an existing HPA.Include the HPA number,check number or billing account number,and a description of the requested change.Send your written request and payment,if applicable,by mall to: Washington Department of Fish and Wildlife,PO Box 43234, Olympia,Washington 98504-3234.If you are charging the fee to a billing account number or you are not subject to the fee,you may email your request to HPAapplications@dfw,wa.gov.You should allow up to 45 days for the department to process your request, APPEALS INFORMATION If you wish to appeal the Issuance,denial,conditioning,or modification of a Hydraulic Project Approval(HPA), Washington Department of Fish and Wildlife(WDFW) recommends that you first contact the department employee who Issued or denied the HPA to discuss your concerns, Such a discussion may resolve your concems without the need for further appeal action. If you proceed with an appeal,you may request an Informal or formal appeal.WDFW encourages you to take advantage of the Informal appeal process before Initiating a formal appeal,The Informal appeal process Includes a review by department management of the HPA or denial and often resolves Issues faster and with less legal complexity than the formal appeal process.If the Informal appeal process does not resolve your concerns,you may advance your appeal to the formal process.You may contact the HPA Appeals Coordinator at(360)902-2534 for more Page 3 of 4 r� Washington f HYDRAULIC PROJECT APPROVAL. North 16018 MIgetSou Creek Bouievard �> FISH and RCW 77.66.021-See appeal process at end of HPA Mill Creek,WA 080124296 WILDLIFE (426)775-1311 r, Issue Date:May 13, 2014 Control Number: 126629-2 Project Expiration Date:April 08,2017 FPA1Public Notice#: NIA Information. �- A.INFORMAL APPEALS: WAG 220-110-340 is the rule describing how to request an Informal appeal of WDFW r actions taken under Chapter 77.55 RCW.Please refer to that rule for complete Informal appeal procedures.The following Informatlon summarizes that rule, A person who Is aggrieved by the Issuance,denial,conditioning,or modification of an HPA may request an Informal appeal of that action.You must send your request to WDFW by mall to the Washington Department of Fish and Wlldllfe HPA Appeals Coordinator,600 Capitol Way North,Olympia,Washington 98501-1091;S-mall to HPAappiications@dfw.wa.gov;fax to(360)902-2946;or hand-delivery to the Natural Resources Building,1111 Washington St SE,Habitat Program,Fifth floor.WDFW must receive your request within 30 days from the date you receive notice of the decision.if you agree,and you applied for the HPA,resolution of the appeal may be facilitated through an Informal conference with the WDFW employee responsible for the decision and a supervisor.If a resolution Is not reached through the Informal conference,or you are not the person who applied for the HPA,the HPA Appeals Coordinator or designee will conduct an Informal hearing and recommend a decision to the Director or designee.If you are not satisfied with the results of the Informal appeal,you may file a request for a formal appeal. r B.FORMAL APPEALS:WAC 220-110-350 Is the rule describing how to request a formal appeal of WDFW actions taken under Chapter 77.55 RCW.Please refer to that rule for complete formal appeal procedures.The following Information summarizes that rule. r A person who Is aggrieved by the Issuance,denial,conditioning,or modification of an HPA may request a formal L appeal of that action.You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and serve a copy on WDFW within 30 days from the date you receive notice of the declslon.You may serve WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator,600 Capitol Way North, Olympia,Washington 98501-1091; a-mall to HPAapplications@dfw.wa.gov;fax to(360)902-2946;or hand-delivery to �. the Natural Resources Building,1111 Washington St SE,Habitat Program,Fifth floor.The time period for requesting a formal appeal is suspended during consideration of a timely Informal appeal.If there has been an Informal appeal,you r. may request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in response to the Informal appeal. L. C.FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there Is no timely request for an appeal, the r WDFW action shall be final and unappealable. ENFORCEMENT: Sergeant Chandler(34) P3 Habitat Biologist .. for Director Larry Fisher 425-313-6683 �`'""' *"' WDFW CC: L. r; L L f L. r- Page 4 of 4 L RECEIVE2 .4� i,012 �i�lY :2�5 STATE:O.F V11Q5F11N.G`'rdN Up : ; I . ATM �E7' tJl= i co. 01by E-NO �M41ING���W`�� N-OK, lvc,s'%{ g tr,1('QtflcG 3 �p''t lliRV b 11iil�cvire, Wrt riotr -;�r�f5'1.:4�2�'�:�i%��-%D Q 71:r fpi iNrisl;irl [�1j l�bl�iy Sul�v� e°l' � oars Yl trlr o spc�r1� .� �a�2�.��01� • r ��ty.o�z��r��,E�gixxeei�lg '• 22�4th,A,voh>xe:Sdtrth • •, . Re 'Cityof X. LOW Peiniit►$KA40.12•i2;RPSP_2120105 UP3.2i24176 ' ty of'T ent A, "OYe' B, ti 'i' 1� CXyoeit ingiizeeiiiigrplicarit Sk�pbiii�Stibtltia1 ?ewigptne�nt' e? t $�P) 1050 Dotfrl eth Toil; do pii13 , � ,the T3epartineiii of•Edolbg�+ eceive ><lo hce that the.city of toat approve yQ r p iiGation for SDI?,Ydur permit is for goiieftvctiorl of 0d4i66 4l�bari*it mills ss tncl pa4i>�elo'cahoj�s Qr yee i provenients at fot 10 atlbris be oeu AR SJ*S.�qd.9OiA�?3l Way, �'he �i pxt}veme> t i11 ejnatti�the t`i#y ito meet F$ .4 oe>< j cation req&onieifit sdir 100=yeo t. od eventsh� e.1�C #.lRns.a� i�g thekeia3tlVe . This ipi •oa larger effort to.olztaiii onthe o4tjfge.'Orden RivenleVed systex #ttc Ctt�►.g1' en$,P �! cex� va#iQ��will torn ve alrea.'66hiiid th&seibacit 1�veas froxri FEMA floQi�faaaps;Wh c wi11 _. xe�t�ee.develQrlt xe,sib�s����Iv1A Mood 3i��urAtic�xectyirei'lients.fn,fhe I�en�'�TmileY�_ Bar aNV logzj OOVIOPP;P#s I•nua xViOv-all SDPs for C641100e Nifh; ' e The Shdrolit e.M.aiiageri.qdi Aot AaptPx.90.5 8 ROW) A Lgology' :Syb$f ifi� l Deveiopl et�t PeiKriit:appxoyai griteria(Chapter 17-27-150 WAQ - The•�ezit l;ocai i�l�oxeline.iviastor pXogra� - v9eat goverwneAts,a%i YOI0witig;S PS for�.oMpAAIA06) e,e regti to:$itbwI themIo• Ecolq y, Y :�pprovgd SDPIAS been foedWeid by 1360109y, What HAPP011s Nexc17. > efore:y i :lfs' it ii tivities uAftfi#d,by ih_i$perVdit,jhe law fegulf6A you wort at least.21 dais fro frofii Apri]30; .2612 the"date t; l4",`i i s waiti» period ilovQa anybAe(iiicluditi y6u)who disagrees with ariy its. ect of this peixni#,to.appeal the decision tQ the s1&te$hgrslit�es' earings Boat tl,Y.Qu must wait for the donehisio.•n of-oil appeal-before yQr�can begin the active#ies Alff4bi'Izecl by flits permit: r L L: May 25,Wf.2 �. of r t 'VYho mppois NO-it? � BOXoi'e you te,9IA-AOtJVItIOs ailthori2bd,b�t$ig iiortrlit,the-law i ulres;yoiu to wait at 10d8t 21 at £ ig'',Tkv %days fo the Ua i pexiod flows any �inio din y431 wio;tllaa�tees wl� y as�?cF :Pf# ?ser?�n?f, fo al�peai t1� eo�So to# �'stA e a" iRe�??Q: Qar $s Board,You must gait•for-•t4 couaiusim of w �pp.eal cf'oxe you•can ibegin.tho ac`tivifles�ut�.�3'ize�,6y tbi�•peiruil; L., Thb AofeWws)ROAfIngs:BoW w111 xlot*you"by letter Ilk-they zeceiva-=appetil.We� ,— recgftWnevclyov co#at4014he 81iotellues11e4riu sBoata before you be n;pelxn t activl( s to ens o a eAl:has eke r eeived. �ue� pp b � e ,xla..ey.pati be roaola�d at��GQ)6b'�r�X fit}nr htt�/Ivyw4fir,,ehoFwa.gov, , )f mwaa tQ a oaZ t)�is clecisio�t, Qu care d peal:ingimot ohs(Chapter 461-t)3 SAC)at the Sfioreltnes�earings Board yvelisrte above Tile are also osted o�Elie v�� aite of e , 'yVasl�l on Mate I,. rs u+ tt �la s.le .w ovIwac pp... , f ott a've a tt bons •100oe oAtW B.orbara Nightingale a t.' 25-)64043100A eof£�' Xlexit Sect`o -y ,�a i � Sho�elands.atici$ vuo ental A:n" anco 1'xogram r ��:��'i�G?ooage; City ofKe3�t 1'l�i�ing�.@rvice� L L' r • L L ' r L t r • RECEIVED MAY 2`6 .2012 0 RA. "Phi I MI DEPARTMENT OF ECOLOGY E:NG A EE )illtl Ml PCWPI)s W1.111p CIIetit, n9ineezln9 KeAtj-W-A 98,04 Rd., City. -of Kent.Efocal P.0mit 2,4A-qQU-�4-RP8-P-2 Beth'Phft,.Cit} bf- kma FM&W-Oft�AppUghlit-* Xs 1m(R.c61og�reoeiwd 1116-Cit�-of pilt' ded 4 Ax on yd-uf sAbr6jhiwcojl4!fl0)*1 Vv Petit fat-091mm,066-of aUldond wthdii Wkms and P,wqy. -16 4U-q§Mbddildfig Y, eyee,gnprq, Mou -.9 b P;.i at ow A . OmmemofM 11 eble}he to meptTE - 0 tlonrequAvAr e.. w . year is o IN CA 4 bi v �!?,p�wee tb-p pen Mvdf and thedd 96tbA&Wed$A A e-At hood Inw-r-alidd 4p 4 TqTptemai&i vft K-drit Valtoy, for opiplimpe witil; :C0hdl fo'll'O US6'.PeWits whigy iiibst t.eview n Me t C�Iapw-K59ROW) e pq$qmontAr,� I ' * 4 -4 `pq laptpr 173-2-7-460,WA QQAO tq. .41 T� t qp�fbiral eritbrig..(0 OtOTP-ro,Sri IIA Aft Tjp.9 Pqp qx-cotp e3 Nology mitpt dolde-whethof to apt toye,g& e OurDiedstow. )RP6101, pprpve§yotV Vie Permit ovided.youf oJecteo#ip e vlthihd 6nd: 0 -t,i�At otjiov ledor.Al,state Mid focal ppenjus fuay o r-oq--Iepa ,t, 14 g(lQfp ib.this shoreline P-qrjgt r r May 25,2012, � 2 bf 2 r- Tie Shom itlei. Headings Btitfd will-notify you by letter.if they r'eaeive.aa appeal.W. 0 �. ireoomffi4 i4 yobiodUfaal the, hoi'el�iiles:I *"rltlgs Board#i'e#'dte 4irb g»rt�oxfi�t#�tbfi tie's tQ eiisuro n6 app.eal hM been ie661,ved.TUY Cah-'be ieaciio A.(3,60)66. -9160 Uf If s went to appeal this decis1on,you e,.a.n d appeal instoptions(Chaptex 40-0 ttie$hoteli�ies HeRrlti ,'They►gto also posted.op,%4-NveOsife of the � WasliYhg► oii Sxett eg�saiire 4t; 1tp:/./;1Sps:le :Yya,gav/eve, Otlior fesleral,state ant#l6gpfpkraif *,iy�e fegidted hi adAltiov to tlifs shoit Od'e 13atitiit: r If you have any questiobs about this 1e403 plWe doritAdt BOtbaA Ni t Ale at(425).6494309, r $arb r •.i� fiti ate � a....�s�Sf�oie'line p#miner .. .. • . . ' • Shprelands and Enylxon dental Assiston6e Paogra oo:'riri Georg)-City of Kent,Platuling Sety as , L i L L .1 J f}{ R\� •, D•p Rdo J o ry 1g N'=4;iti Ydrdll Yl �ii Sj�:H 1-�+Y STATr-OF WASH INGTON DEPARTMENT Or ECOLOGY F.,NSINEMING 000'P ' ' PO Uox 0600 6 Olympla,WA 90504.7600 0 360•407t6000 711 f01'Wa-51110810t)RAY Arvlcq Q ptl;sons svlfh a speech disability nw rail 877-U33-6.941 J , May7,2012 I J ,. Paul.Kueltne , City of Dent J 220 41"Avenue South s Kent,WA 98032 R> ; Coverage under the Constructtop Stormsvater General Permit Permit uumber: •WAR425724' Rename; SR516 to S.23V1 Way Levee Improvements Location; SR vr�6 north to S.plIt Way=-Green XUypT Right 13an11G ' Kent,NVA. . . , County:Icing Dlsturbcd Acres; :2.5 = . J �, ! Dear Mr,Kuehtle: • ' ' .--,- • : .- .., . . •. . . . The�Yashingtott State Depaihnent ofEcology(apology)received yourNotica of Intent for coverage under Ecology's Con'stntotlon Stormwater t3eneral Petznit .'This is your permit coverage ]after. Your permit uoverago is effective on May 7;2012,''Plesiso retain this permit ooverage.letter with your pormtt(enclosed}�storm�vater pollutiolt prevention plan(SWPIT))npd.si(@ jog book. . ., -� Theso materlals•are the.officiaT`record of pertait coverage fo�••yoilt'�.ite. . . Please take time to read the entire por t*and contact Ecolagy'if you have any questions. Appeal Process You have a right to appeal coverage under the general permit to the Pollutlon Control hearing Board : (PCIIB)w]thin 30 days of the date of receipt ofthis letter. This appeal is limited to the general permit's applicability or non-applicability to a speoifto discharger. Tho appeal process.is governed • by chapter 43,2113 RCW and chapter 371.08 WAC. `Date of reoeipf"is defined in RCW ` 43,2I13,001(2), J ' 1 , -' t r L r7 L2 Paul Ruehne May 7,2012 Pago 2 To appeal,you must do the following within 30 days of the data of receipt of tliis letter: e ' Pile your appeal and a copy of the porniit cover page with the PCHB (see addresses below). Filing means actual reoeipt by-the PCHB duringregular business hours, E L_ e Serve a copy of your appeal And the permit coverpage on Ecology In paper form- by mail or in person(sea addresses below). E-mail is not accepted, r, You must also comply with other applicable requirements in ohapter 43,21B RCW and chapter 371- , 08 WAC. j Address and Location Information: - Street Addresses: Mailing Addresses: L Department ofEcology Department of Ecology Attn:Appeals ProcossingDo*' A 'Appeals Desk r` • �, pp ees 300 Desmond Drive SE PO Box 47608 L Lacey,WA 98503 Olympia,WA 98504-7608 Pollution Control Hearings Board.(PCHB) = Pollution:Control Hearings Board 1111 lsraol Road SW,Suite 301 PO Dox 40903 Tumwater,WA 98541 Olympia,WA 98504-0903 r- Electt•ouie Discharge Monitoring Reports(WAWebDMR) This permit requires that Peimiftees submit monthly discharge monitoring reports(DMRs)electronically using Ecology's seoure online system,WAWebDN2, To sign up for WAWobDM[t go.tp: F• ww%v.ecyvo.gov/programs/wq/permits/parts/Wobdmrhtinl. 7fyouhave questions,contaetToma•'yVolfo: . ` L- at(360)407-7097(looally);or(800).633.-619P/cptipn 3,or email WA,WebpMR@eoy;wtt,goy,,s' .. Ecology Mold Inspector Assistance If you have questions regarding stoiinwater mtinagerneiit at your construction site,ploaso contact, L. ICen Waldo at(425)649-7279,or lcen.tIvaldo@ecy wit.gov;or,for Linear Transportatignprojects- 1 WSDOT and local governments,Cynthia Walcicer at(425)649-7276,or r cynthia,walekei'@ecy wa,gov;both ofEcology's Northwest Regional Office in Bellevue. Questions orAdditionailnformation' Ecology is con mitted-to providing assistance. Please review our web page at: ;- ww%v,eoy,wa.gov/programs/ivq/stoiinwatel/coiistrtiodon/. If you have questions aboutthe eonstniction stormwater general pennit,-please contact Clay Keown at(360)407-6048,or , clay,keown@ecy.wa.gov. r Si200tv, iiP.E. L Program Davolopment Services,Section Manager Water Quality program f Enclosure r L ' L i L PREVA 1 L 1 NG WAGE RATES --a J -.J 1 J J _J 1 J J J -_f _J 2016 Asphalt Overlays/Araucto A - 7 January 27, 2016 Project Numbers: 15-3001, 15-3003, 09-3006 rdye 1 UI 1/ State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 02/16/2016 County Trade Job Classification Wage Holiday Overtime Note King Asbestos Abatement Workers Journey Level $43.95 5D 1H King Boilermakers Journey Level $64.29 5N 1C King Brick Mason Journey Level $52.82 5A 1M King Brick Mason Pointer-Caulker-Cleaner $52.82 5A 1M King Building Service Employees Janitor $22.09 5S 2F King Building Service Employees Traveling Waxer/Shampooer $21.70 55 2F King Building Service Employees Window Cleaner (Non- $24.94 5S 2F Scaffold) King Building Service Employees Window Cleaner (Scaffold) $25.80 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 King Carpenters Acoustical Worker $54.02 QD 4C King Carpenters Bridge, Dock And Wharf $54.02 5D 4C Carpenters King Carpenters Carpenter $54.02 5D 4C King Carpenters Carpenters on Stationary Tools $54.15 5D 4C King Carpenters Creosoted Material $54.12 5D 4C King Carpenters Floor Finisher $54.02 5D 4C King Carpenters Floor Layer $54.02 5D 4C King Carpenters Scaffold Erector $54.02 5D 4C J King Cement Masons Journey Level $53.95 7A 1 M King Divers Et Tenders Diver $107.22 5D 4C 8A King Divers Et Tenders Diver On Standby $64.42 5D 4C King Divers Et Tenders Diver Tender $58.33 5D 4C King Divers Et Tenders Surface Rcv Et Rov Operator $58.33 5D 4C King Divers Et Tenders Surface Rcv Et Rov Operator $54.27 5A 4C Tender King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.51 5D 3F httDs://fortress.wa.aov/Ini/waaelookuD/DrvWaaelookuD.asox 1/27/2016 rcaye L UI 1 i r- King Dredge Workers Leverman, Hydraulic $58.671 5D I 3F King Dredge Workers Mates $56.44 5D 3F L King Dredge Workers Oiler $56.00 5D 3F King Drywall Applicator Journey Level $54.02 5D 1 H King Drywall Tapers Journey Level $54.07 5P 1 E King Electrical Fixture Maintenance Journey Level $26.59 5L 1 E Workers King Electricians - Inside Cable Splicer $66.76 7C 4E King Electricians - Inside Cable Splicer (tunnel) $71.67 7C 4E King Electricians - Inside Certified Welder $64.54 7C 4E King Electricians - Inside Certified Welder (tunnel) $69.22 7C 4E �. King Electricians - Inside Construction Stock Person $37.19 7C 4E r- King Electricians - Inside Journey Level $62.30 7C 4E King Electricians - Inside Journey Level (tunnel) $66.76 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 L King Electricians - Powerline Cable Splicer $69.95 5A 4D Construction r King Electricians - Powerline Certified Line Welder $63.97 5A 4D L Construction King Electricians - Powerline Groundperson $43.62 5A 4D r Construction I L.. King Electricians - Powerline Heavy Line Equipment $63.97 5A 4D Construction Operator r King Electricians - Powerline Journey Level Lineperson $63.97 5A 4D L_ Construction King Electricians - Powerline Line Equipment Operator $53.81 5A 4D Construction King Electricians - Powerline Pole Sprayer $63.97 5A 4D Construction ' King Electricians - Powerline Powderperson $47.55 5A 4D L. Construction King Electronic Technicians Journey Level $31.00 1 F King Elevator Constructors Mechanic $82.67 7D 4A L_ King Elevator Constructors Mechanic In Charge $89.40 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $15.90 5B 1R r� Products Work Only L King Fence Erectors Fence Erector $15.18 1 King Fla ers Journey Level $37.26 7A 31 King Glaziers Journey Level $56.16 7L 1Y King Heat Et Frost Insulators And Journeyman $63.18 5.1 1S r Asbestos Workers King Heating Equipment Mechanics Journey Level $72.83 7F 1 E L_ King Hod Carriers Et Mason Tenders Journey Level $45.32 7A 31 King Industrial Power Vacuum Journey Level $9.47 1 Cleaner King Inland Boatmen Boat Operator $56.78 5B 1 K r King Inland Boatmen Cook $53.30 5B 1 K L_ F_ L. ht•1-nc-//fort-rPc¢-wa-nnv/lni/wanpinnkim/nrvWanPlnnkiin acnx 1 /77/?nlA rdge .3 OT I .ry King Inland Boatmen Deckhand $53.301 5B 1K King Inland Boatmen Deckhand Engineer $54.32 5B I J King Inland Boatmen Launch Operator $55.57 5B 1 K King Inland Boatmen Mate $55.57 5B 1 K King Inspection Meaning/Sealing Cleaner Operator, Foamer $31.49 1 Of Sewer Et Water Systems By Operator Remote Controt King Inspection/Cleaning/Sealing, Grout Truck Operator $11.48 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning,/Seating Head Operator $24.91 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Technician $19.33 1 J Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning,/Sealing, Tv Truck Operator $20.45 1 Of Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $54.02 5D 4C ' King Ironworkers Journeyman $63.53 7N 10 King Laborers Air, Gas Or Electric Vibrating $43.95 7A 31 Screed _J King Laborers Airtrac Drill Operator $45.32 7A 31 King Laborers Ballast Regular Machine $43.95 7A 31 King Laborers Batch Weighman $37.26 7A 31 _J King Laborers Brick Pavers $43.951 7A 31 King Laborers Brush Cutter $43.95 7A 31 J King Laborers Brush Hog Feeder $43.95 7A 31 King Laborers Burner $43.95 7A 31 King Laborers Caisson Worker $45.32 7A 31 King Laborers Carpenter Tender $43.95 7A 31 King Laborers Caulker $43.95 7A 31 King Laborers Cement Dumper-paving $44.76 7A 31 J - King Laborers Cement Finisher Tender $43.95 7A 31 King Laborers Change House Or Dry Shack $43.95 7A 31 J King Laborers Chipping Gun (under 30 Lbs.) $43.95 7A 31 King Laborers Chipping Gun(30 Lbs. And $44.76 7A 31 Over) - - King Laborers Choker Setter $43.95 7A 31 King Laborers Chuck Tender $43.95 7A 31 King Laborers Clary Power Spreader $44.76 7A 31 King Laborers Clean-up Laborer $43.95 7A 31 King Laborers Concrete Dumper/chute $44.76 7A 31 Operator King Laborers Concrete Form Stripper $43.95 7A 31 King Laborers Concrete Placement Crew $44.76 7A 31 King Laborers $44.76 7A 31 httos-Mortress.wa.aov/Ini/waaelookun/nrvWaaelookun_asnx 1 /27/7(l16 rage 4 or i i r L: Concrete Saw Operator/core Driller L. King Laborers Crusher Feeder $37.26 7A 31 King Laborers Curing Laborer $43.95 7A 31 King Laborers Demolition: Wrecking Et $43.95 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $43.95 7A 31 King Laborers Diver $45.32 7A 31 King Laborers Drill Operator $44.76 7A 31 r (hydraulic,diamond) King Laborers Dry Stack Walls $43.951 7A 31 King Laborers Dump Person $43.95 7A 31 King Laborers Epoxy Technician $43.95 7A 31 �. King Laborers Erosion Control Worker $43.95 7A 31 King Laborers Faller Et Bucker Chain Saw $44.76 7A 31 r King Laborers Fine Graders $43.95 7A 31 King Laborers Firewatch $37.26 7A 31 King Laborers Form Setter $43.95 7A 31 King Laborers Gabian Basket Builders $43.95 7A 31 King Laborers General Laborer $43.95 7A 31 r King Laborers Grade Checker Et Transit $45.32 7A 31 Person King Laborers Grinders $43.95 7A 31 King Laborers Grout Machine Tender $43.951 7A 31 L_ King Laborers Groutmen (pressure)including $44.76 7A 31 Post Tension Beams F. King Laborers Guardrail Erector $43.95 7A 31 L King Laborers Hazardous Waste Worker $45.32 7A 31 (level A) King Laborers Hazardous Waste Worker $44.76 7A 31 L- (level B) King Laborers Hazardous Waste Worker $43.95 7A 31 r (level C) L. King Laborers High Scaler $45.32 7A 31 King Laborers Jackhammer $44.76 7A 31 King Laborers Laserbeam Operator $44.76 7A 31 King Laborers Maintenance Person $43.95 7A 31 KingLaborers Manhole Builder-mudman $44.76 7A 31 L King Laborers Material Yard Person $43.95 7A 31 King Laborers Motorman-dinky Locomotive $44.76 7A 31 F King Laborers Nozzleman (concrete Pump, $44.76 7A 31 L Green Cutter When Using Combination Of High Pressure r Air Et Water On Concrete Et Rock, Sandblast, Gunite, L Shotcrete, Water Bla r King Laborers Pavement Breaker $44.76 7A 31 F L- httns //fnrtrpss_wa.nnv/Ini/wanpinnkun/nrvWaaelnnkun.asnx 1 /27/2n16 rciyu z) ui L i King Laborers Pilot Car $37.26 7A 31 King Laborers Pipe Layer Lead $45.32 7A 31 _J King Laborers Pipe Layer/tailor $44.76 7A 31 King Laborers Pipe Pot Tender $44.76 7A 31 King Laborers Pipe Reliner $44.76 7A 31 King Laborers Pipe Wrapper $44.76 7A 31 ry King Laborers Pot Tender $43.95 7A 31 ' King Laborers Powderman $45.32 7A 31 King Laborers Powderman's Helper $43.95 7A 31 King Laborers Power Jacks $44.76 7A 31 King Laborers Railroad Spike Puller - Power $44.76 7A 31 King Laborers Raker - Asphalt $45.32 7A 31 A King Laborers Re-timberman $45.32 7A 31 King Laborers Remote Equipment Operator $44.76 7A 31 King Laborers Rigger/signal Person $44.76 7A 31 ' King Laborers Rip Rap Person $43.95 7A 31 King Laborers Rivet Buster $44.76 7A 31 King Laborers Rodder $44.76 7A 31 King Laborers Scaffold Erector $43.95 7A 31 King Laborers Scale Person $43.95 7A 31 A King Laborers Sloper (over 20") $44.76 7A 31 King Laborers Sloper Sprayer $43.95 7A 31 King Laborers Spreader (concrete) $44.761 7A 31 -� King Laborers Stake Hopper $43.95 7A 31 King Laborers Stock Piler $43.95 7A 31 King Laborers Tamper & Similar Electric, Air $44.76 7A 31 - Et Gas Operated Tools King Laborers Tamper (multiple Ft Self- $44.76 7A 31 propelled) King Laborers Timber Person - Sewer $44.76 7A 31 (lagger, Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $43.95 7A 31 "King Laborers Topper $43.95 7A 31 King Laborers Track Laborer $43.95 7A 31 a King Laborers Track Liner (power) $44.76 7A 31 King Laborers Traffic Control Laborer $39.84 7A 31 8R King Laborers Traffic Control Supervisor $39.84 7A 31 8R King Laborers Truck Spotter $43.95 7A 31 ':-King Laborers Tugger Operator $44.761 7A 31 King Laborers Tunnel Work-Compressed Air $74.29 7A 31 J Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $79.32 7A 31 8�C Worker 30.01-44.00 psi -_j King Laborers Tunnel Work-Compressed Air $83.00 7A 31 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $88.70 7A 31 Worker 54.01-60.00 psi J httos //fortress.wa.aov/Ini/waaelookun/nrvWaaelookuD.asox 1/27/2016 Nage t) OT 1 i r L King Laborers Tunnel Work-Compressed Air $90.82 7A 31 88 r- Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $95.92 7A 31 8g L Worker 64.01-68.00 psi r, King Laborers Tunnel Work-Compressed Air $97.82 7A 31 $� Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $99.82 7A 31 Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $101.82 7A 31 80 Worker 72.01-74.00 psi r- King Laborers Tunnel Work-Guage and Lock $45.42 7A 31 Tender �- King Laborers Tunnel Work-Miner $45.42 7A 31 King Laborers Vibrator $44.76 7A 31 iC. King Laborers Vinyl Seamer $43.95 7A 31 King Laborers Watchman $33.86 7A 31 r- King Laborers Welder $44.76 7A 31 King Laborers Well Point Laborer $44.76 7A 31 King Laborers Window Washer/cleaner $33.86 7A 31 '- King Laborers - Underground Sewer General Laborer Et Topman $43.95 7A 31 �- Et Water King Laborers - Underground Sewer Pipe Layer $44.76 7A 31 r- Et Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 L Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers L King Lathers Journey Level $54.02 5D 1 H King Marble Setters Journey Level $52.82 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 L King Metal Fabrication (In Shop) Laborer $9.78 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 L King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 r' King Millwright Journey Level $55.52 5D 4C King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 L King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.47 1 King Modular Buildings Tool Maintenance $11.56 1 L King Modular Buildings Utility Person $11.56 1 r- King Modular Buildings Welder $11.56 1 King Painters Journey Level $37.80 6Z 2B King Pile Driver Journey Level $54.27 5D 4C r King Plasterers liourney Level $51.68 7q 111 r L hf+nc-//fnrf-rAcc tin/a I P)7P)nI A rage i or 1 i a -, King Pla rand Park Eguil2ment Journey Level $9.47 1 Installers -J King Plumbers Ex Pipefitters Journey Level $74.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $56.94 7A 3C 8P King Power Equipment Operators Assistant Engineer $53.57 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $56.44 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $56.44 7A 3C 8P Concrete King Power Equipment Operators Bobcat $53.57 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $53.57 7A 3C 8P ._, Equipment King Power Equipment Operators Brooms $53.57 7A 3C 8P King Power Equipment Operators Bump Cutter $56.44 7A KC 2 a King Power Equipment Operators Cableways $56.94 7A 3C 8P King Power Equipment Operators Chipper $56.44 7A 3C EP King Power Equipment Operators Compressor $53.57 7A 3C 8P King Power Eauipment Operators Concrete Pump: Truck Mount $56.94 7A 3C 8P With Boom Attachment Over 42 M ' King Power Eauipment Operators Concrete Finish Machine -laser $53.57 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $56.00 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $56.44 7A 3C 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $56.00 7A 3C 8P King Power Equipment Operators Cranes Friction: 200 tons and $58.67 7A 3C 8P over King Power Equipment Operators Cranes: 20 Tons Through 44 $56.44 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $57.51 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 tons- 299 tons, or $58.10 7A 3C 8P 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $58.67 7A 3C 8P 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 $56.94 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Eauipment Operators Cranes: A-frame - 10 Tons And $53.57 7A 3C 8P Under King Power Equipment Operators Cranes: Friction cranes $58.10 7A 3C 8P through 199 tons King Power Equipment Operators $56.00 7A 3C 8P httr)s://fortress.wa.aov/Ini/waaelookUD/nrvWaaelookun.asDx 1/27/2016 rdge zs Ur 1 i r` Cranes: Through 19 Tons With r; Attachments A-frame Over 10 Tons L: King Power Equipment Operators Crusher $56.44 7A 3C 8P r.. King Power Equipment Operators Deck Engineer/deck Winches $56.44 7A 3C 8P (power) �. King Power Equipment Operators Derricks, On Building Work $56.94 7A 3C 8P r King Power Equipment Operators Dozers D-9 Et Under $56.00 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $56.00 7A 3C 8P Or Crane Mount r King Power Equipment Operators Drilling Machine $57.51 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $53.57 7A 3C 8P Permanent And Shaft Type r, King Power Equipment Operators Finishing Machine, Bidwell $56.44 7A 3C 8P And Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $56.00 7A 3C 8P L With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. $53.57 7A 3C 8P r^ With Attachments L King Power E ui ment Q12erators Grade Engineer: Using Blue $56.44 7A 3C 8P Prints, Cut Sheets, Etc r.. King Power Equipment Operators Gradechecker/stakeman $53.57 7A 3C 8P King Power Equipment Operators Guardrail Punch $56.44 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $56.94 7A 3C 8P F Articulating Off- Road L Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $56.44 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $56.00 7A 3C 8P r Locator King Power Equipment Operators Horizontal/directional Drill $56.44 7A 3C 8PL Operator King Power Equipment Operators Hydralifts/boom Trucks Over $56.00 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $53.57 7A 3C 8P r Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $57.51 7A 3C 8P L Over King Power Equipment Operators Loader, Overhead, 6 Yards. $56.94 7A 3C 8P r" But Not Including 8 Yards L King Power Equipment Operators Loaders, Overhead Under 6 $56.44 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $56.44 7A 3C 8P L. King Power Equipment Operators Loaders: Elevating Type Belt $56.00 7A 3C 8P King Power Equipment Operators Locomotives, All $56.44 7A 3C 8P King Power Equipment Operators Material Transfer Device $56.44 7A 3C 8P King Power Equipment Operators $57.51 7A 3C 8P L_ r- L_ httns://fortress.wa.aov/Ini/waaelookun/DrvWaaelookur).asox 1/27/2016 rage y or i i A Mechanics, All (leadmen - $0.50 Per Hour Over __j Mechanic) King Power Equipment Operators Motor Patrol Graders $56.94 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, $56.94 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $53.57 7A 3C 813 Distribution &Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $56.00 7A 3C 8P Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $56.44 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $57.51 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $56.94 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $53.57 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane $56.44 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler- Asphalt, Crusher $56.00 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $53.57 7A 3C 8P J King Power Equipment Operators Power Plant $53.57 7A 3C 8P King Power Eauipment Operators Pumps - Water $53.57 7A 3C 8P King Power Eauipment Operators Quad 9, Hd 41, D10 And Over $56.94 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under $53.57 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $56.94 7A 3C 813 Rubber Tired Earth Moving Equipment King Power Eauipment Operators Rigger And Bellman $53.57 7A 3C 8P King Power Equipment Operators Rigger/Signal Person, Bellman $56.00 7A 3C 8P (Certified) King Power Equipment Operators Rollagon $56.94 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $53.57 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $56.00 7A 3C 8P Materials King Power Equipment Operators Roto-mill, Roto-grinder $56.44 7A 3C 8P King Power Equipment Operators Saws - Concrete $56.00 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $56.44 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete It Carry $56.00 7A 3C 8P All King Power Equipment Operators Scrapers, Self-propelled: 45 $56.94 7A 3C 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $56.00 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $53.57 7A 3C 8P King Power Equipment Operators $56.00 7A 3C 8P httos://fortress.wa.aov/Ini/waaelookUD/nrvWaaelookUD.asox 1/27/2016 rage lU Or 1 i r, Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. `J King Power Equipment Operators Shovel, Excavator, Backhoe: $56.94 7A 3C 8P r, Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $56.44 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $57.51 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons r' King Power Equipment Operators Shovel, Excavator, Backhoes: $58.10 7A 3C 8P i.L Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $56.94 7A 3C 8P King Power Equipment Operators Spreader, Topsider Et $56.94 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $56.441 7A 3C 8P r- King Power Equipment Operators Tower Bucket Elevators $56.00 7A 3C 813 L. King Power Equipment Operators Tower Crane Up To 175' In $57.51 7A 3C 8P Height Base To Boom King Power Equipment Operators Tower Crane: over 175' $58.10 7A 3C 8P L' through 250' in height, base to boom r King Power Equipment Operators Tower Cranes: over 250' in $58.67 7A 3C 8P L height from base to boom King Power Equipment Operators Transporters, All Track Or $56.94 7A 3C 8P Truck Type L King Power Equipment Operators Trenching Machines $56.00 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver- 100 $56.44 7A 3C 8P Tons And Over L King Power Equipment Operators Truck Crane Oiler/driver $56.00 7A 3C 8P Under 100 Tons F, King Power Equipment Operators Truck Mount Portable $56.44 7A 3C 8P L Conveyor King Power Equipment Operators Welder $56.941 7A 3C 8P r King Power Equipment Operators Wheel Tractors, Farmall Type $53.57 7A 3C 8P L King Power Equipment Operators Yo Yo Pay Dozer $56.44 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $53.57 7A 3C 8P r Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $56.44 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Batch Plant Operator, $56.44 7A 3C 8P Underground Sewer Et Water Concrete L King Power Equipment Operators- Bobcat $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $53.57 7A 3C 8P L Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $53.57 7A 3C 8P Underground Sewer Et Waier L L httos://fortress.wa.aov/Ini/waaeIookUD/DrvWaaeIookUD.asr)x 1/27/2016 rdye 11 UF 1/ King Power Equipment Operators- Bump Cutter $56.44 7A 3C 8P Underground Sewer Et Water J King Power Equipment Operators- Cableways $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators, Chipper $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $53.57 7A 3C 8P Underground Sewer Et Water ' King Power Equipment Operators- Concrete Pump: Truck Mount $56.94 ZA 3C 2P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $53.57 7A 3C 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $56.00 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $56.44 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $58.67 7A 3C 8P Underground Sewer Et Water over King Power Equipment Operators- Cranes: 20 Tons Through 44 $56.44 7A 3C 8P Underground Sewer It Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $57.51 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom _J (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $58.10 7A 3C 8P Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $58.67 7A 3C 8P Underground Sewer Et Water 300' of boom including jib with attachments King Power Equipment Operators- Cranes: 45 Tons Through 99 $56.94 7A 3C 8P J Underground Sewer Et Water Tons, Under 150'Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $53.57 7A 3C 8P Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction cranes $58.10 7A 3C 8P Underground Sewer ft Water through 199 tons King Power Equipment Operators- Cranes: Through 19 Tons With $56.00 7A 3C 8P Underground Sewer Et Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $56.44 7A 3C 8P Underground Sewer Et Water King Power Eauipment Operators- Deck Engineer/deck Winches $56.44 7A 3C 8P ' Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $56.94 7A 3C 8P Underground Sewer Et Water httns://fortress.wa.aov/Ini/waaelookuo/orvWaaelookun.asox 1/27/2016 rage iL or ii King Power Equipment Operators- Dozers D-9 Et Under $56.00 7A 3C 8P Underground Sewer Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $56.00 7A 3C 8P L Underground Sewer Et Water Or Crane Mount r King Power Equipment Operators- Drilling Machine $57.51 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $53.57 7A 3C 8P r , Underground Sewer Et Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell $56.44 7A 3C 8P Underground Sewer Et Water And Gamaco Et Similar Equipment r King Power Equipment Operators- Forklift: 3000 Lbs And Over $56.00 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. $53.57 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Grade Engineer: Using Blue $56.44 7A 3C 8P Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $53.57 7A 3C 8P L Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $56.44 7A 3C 8P r- Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $56.94 7A 3C 8P Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over L, King Power Equipment Operators- Hard Tail End Dump $56.44 7A 3C 8P Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards L King Power Equipment Operators- Horizontal/directional Drill $56.00 7A 3C 8P Underground Sewer Et Water Locator r- King Power Equipment Operators- Horizontal/directional Drill $56.44 7A 3C 813 L Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $56.00 7A 3C 8P r Underground Sewer Ft Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $53.57 7A 3C 8P Underground Sewer Et Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $57.51 7A 33C 8P L Underground Sewer R.Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. $56.94 7A 3C 8P r Underground Sewer Et Water But Not Including 8 Yards L King Power Equipment Operators- Loaders, Overhead Under 6 $56.44 7A 3C 8P Underground Sewer Et Water Yards F King Power Equipment Operators- Loaders, Plant Feed $56.44 7A 3C 8P L Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $56.00 7A 3C 8P r Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $56.44 7A 3C 8P L. Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $57.51 7A 3C 8P r Underground Sewer Et Water $0.50 Per Hour Over Mechanic) L L httns://fortress.wa.aov/Ini/waaelookur)/nrvWaaelookun.asr)x 1/27/2016 rage L.s or i i King Power Equipment Operators- Motor Patrol Graders $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, $56.94 7A 3C 8P Underground Sewer 8t Water Tunnel Drill, Boring, Road Header And/or Shield J King Power Equipment Operators- Oil Distributors, Blower $53.57 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $56.00 7A 3C 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $56.44 7A 3C 8P Underground Sewer Et Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $57.51 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $56.94 7A 3C 8P Underground Sewer Et Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $56.44 7A 3C 8P Underground Sewer Et Water Mount) A King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant $53.57 7A 3C 8P Underground Sewer Et Water -� King Power Equipment Operators- Pumps -Water $53.57 7A 33C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $56.94 7A 3C 8P Underground Sewer £t Water King Power Equipment Operators- Quick Tower - No Cab, Under $53.57 7A Underground Sewer Et Water 100 Feet In Height Based To J Boom King Power Equipment Operators- Remote Control Operator On $56.94 7A 3C 8P Underground Sewer R Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, Bellman $56.00 7A 3C 8P Underground Sewer &t Water (Certified) King Power Equipment Operators- Rotlagon $56.94 7A 3C 8P Underground Sewer It Water A King Power Equipment Operators- Roller, Other Than Plant Mix $53.57 7A 3C 813 Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $56.00 7A 3C 8P J Underground Sewer Ft Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $56.44 7A 3C 8P Underground Sewer &t Water King Power Equipment Operators- Saws - Concrete $56.00 7A 3C 8P y Underground Sewer Et Water King $56.44 7A 3C 8P httDS://fortress.wa.aov/Ini/waaelookUD/DrvWaaelookUD.aSDX 1/27/2016 rdye 1-+ UI 1 i r Power Equipment Operators- Scraper, Self Propelled Under Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry $56.00 7A 3C 8P Underground Sewer Et Water All r King Power Equipment Operators- Scrapers, Self-propelled: 45 $56.94 7A 3C 8P Underground Sewer Et Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $56.00 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric L' Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $56.94 7A 3C 8P Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons Kin Power Equipment Operators- Shovel, Excavator, Backhoes, r g $56.44 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $57.51 7A 3C 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons L King Power Equipment Operators- Shovel, Excavator, Backhoes: $58.10 7A 3C 8P Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $56.94 7A 3C 8P L_ Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider It $56.94 7A 3C 8P Underground Sewer Et Water Screedman L King Power Equipment Operators- Subgrader Trimmer $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $56.00 7A 3C 8P L Underground Sewer Et Water King Power Equipment Operators- Tower Crane Up To 175' In $57.51 7A 3C 8P Underground Sewer Et Water Height Base To Boom L King Power Equipment Operators- Tower Crane: over 175' $58.10 7A 3C 8P Underground Sewer Et Water through 250' in height, base to boom L King Power Equipment Operators- Tower Cranes: over 250' in $58.67 7A 3C 8P Underground Sewer Et Water height from base to boom r King Power Equipment Operators- Transporters, All Track Or $56.94 7A 3C 8P Underground Sewer Ft Water Truck Type King Power Equipment Operators- Trenching Machines $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver- 100 $56.44 7A 3C 8P Underground Sewer Et Water Tons And Over r King Power Equipment Operators- Truck Crane Oiler/driver $56.00 7A 3C 8P Underground Sewer Et Water Under 100 Tons L King Power Equipment Operators- Truck Mount Portable $56.44 7A 3C 8P r Underground Sewer Et Water Conveyor King Power Equipment Operators- Welder $56.94 7A 3C 8P L Underground Sewer Et Water r King Power Equipment Operators- Wheel Tractors, Farman Type $53.57 7A 3C 8P Underground Sewer Et Water L r L httns-//fnrtress_wa_nnv/lni/wanelnnkun/nrvWanpinnkun_asnx 1 /77/7(l1 6 rage i5 or 1 i King Power Equipment Operators- Yo Yo Pay Dozer $56.44 7A 3C 8P Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $45.75 5A 4A Trimmers King Power Line Clearance Tree Spray Person $43.38 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $45.75 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $40.84 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $30.74 5A 4A -� Trimmers King Refrigeration Et Air Journey Level $73.51 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $52.82 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Journey Level $40.64 5D 4C Applicators King Residential Drywall Tapers Journey Level $54.07 5P 1E King Residential Electricians Journey Level $30.44 1 -King Residential Glaziers Journey Level $37.30 7L 1H King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Journey Level $34.69 1 Pipefitters King Residential Refrigeration Et Air Journey Level $73.51 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $43.46 7F 1R Workers King Residential Soft Floor Lavers Journey Level $42.88 5A 3D -� King Residential Sprinkler Fitters Journey Level $42.48 5C 211 (Fire Protection) King Residential Stone Masons Journey Level $52.82 5A 1M King Residential Terrazzo Workers Journey Level $47.46 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $45.71 5A 3H King Roofers Using Irritable Bituminous $48.71 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $72.83 7F 1 E King Shipbuilding it Ship Repair Boilermaker $39.82 7M 1H King Shipbuilding Et Ship Repair Carpenter $40.41 7T 2B King Shipbuilding &t Ship Repair Electrician $40.16 7T 4B httDs://fortress.wa.aov/Ini/waaelookuo/orvWaaelookur).asox 1/27/2016 rage lU OF 1/ r King Shipbuilding Et Ship Repair Heat Et Frost Insulator $63.18 5J 1S ,- King Shipbuilding Et Ship Repair Laborer $40.19 7T 4B King Shipbuilding fr Shia Repair Machinist $40.47 7T 4B King Shipbuilding Et Ship Repair Operator $40.11 7T 4B r~ King Shipbuilding Et Ship Repair Painter $40.16 7T 44B King Shipbuilding Et Ship Repair Pipefitter $40.11 7T 4B King Shipbuilding Et Ship Repair Rigger $40.19 7T 4B r King Shipbuilding Et Ship Repair Sheet Metal $40.14 7T 4B King Shipbuilding Et Ship Repair Shipfitter $40.19 7T 413 King Shipbuilding Et Ship Repair Trucker $40.03 7T 4B King Shipbuilding Et Ship Repair Warehouse $40.08 7T 4B King Shipbuilding & Ship Repair Welder/Burner $40.19 7T 4B r King Sign Makers Et Installers Sign Installer $22.92 1 L. (ElectricalZ King Sign Makers Et Installers Sign Maker $21.36 1 Electrical King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical r King Sign Makers Et Installers (Non- Sign Maker $33.25 1 L Electrical) King Soft Floor Lavers Journey Level $42.88 5A 3D r- King Solar Controls For Windows Journey Level $12.44 1 L King Sprinkler Fitters (Fire Journey Level $69.74 5C 1X Protection) r- King Stage Rigging Mechanics (Non Journey Level $13.23 1 L Structurall King Stone Masons Journey Level $52.82 5A 1M King Street And Parking_Lot Journey Level $19.09 1 L. Sweeper Workers King Surveyors Assistant Construction Site $56.00 7A 3C 8P Surveyor L King Surveyors Chainman $55.47 7A 3C 8P King Surveyors Construction Site Surveyor $56.94 7A 3C 8P King Telecommunication Journey Level $22.76 1 L Technicians King Telephone Line Construction - Cable Splicer $37.60 5A 2B r Outside L King Telephone Line Construction - Hole Digger/Ground Person $20.79 5A 2B Outside r" King Telephone Line Construction - Installer (Repairer) $36.02 5A 2B i_ Outside King Telephone Line Construction - Special Aparatus Installer 1 $37.60 5A 2B Outside L King Telephone Line Construction - Special Apparatus Installer II $36.82 5A 2B Outside r King Telephone Line Construction - Telephone Equipment $37.60 5A 2B Outside Operator (Heavy) King Telephone Line Construction - Telephone Equipment $34.94 5A 2B Outside Operator (Light) L r L. httns //fnrtress_wa_nnv/Ini/waneinnkun/nrvWanPInnkun_asnx 1 /77/7n1 6 rage i i or i i J King Telephone Line Construction - Telephone Lineperson $34.93 5A 2B Outside King Telephone Line Construction - Television Groundperson $19.73 5A 2B Outside King Telephone Line Construction - Television $26.31 5A 2B - , Outside Lineperson/Installer King Telephone Line Construction - Television System Technician $31.50 5A 2B Outside King Telephone Line Construction - Television Technician $28.23 5A 2B Outside King Telephone Line Construction - Tree Trimmer $34.93 5A 2B Outside — — King Terrazzo Workers Journey Level $47.461 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marble Ft Terrazzo Finisher $38.29 5A 1B Finishers King Traffic Control Stripers Journey Level $43.73 7A 1K J - - King Truck Drivers Asphalt Mix Over 16 Yards (W. $49.85 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $49.01 5D 3A 8L WA-Joint Council 28) -. King Truck Drivers Dump Truck &t Trailer $49.851 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $49.01 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $49.85 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers _J King Well Drillers & Irrigation Pump Oiler $12.97 1 Installers King Well Drillers & Irrigation Pump Well Driller $18.00 1 Installers J a httos://fortress.wa.00v/Ini/waaelookur)/r)rvWacielookuo.asox 1/27/2016 r* Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate r must be not less than the prevailing rate of wage minis 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. �.. . B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked r, on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two(2) hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday r shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. r` E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. t~. F. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, r 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 r 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 Monday through Saturday over twelve (12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. L I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two(2)hours after eight(8)regular hours Monday through Friday and the first ten (10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage. r 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. F M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be L 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. r N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of L wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. r LL 1 F_ L Benefit Code Key-Effective 9/2/2015 thru 3/1/2016 -' Overtime Codes Continued 1. 0. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)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. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays 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(except Christmas day)shall A be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other -A overtime hours worked, 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. 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. V. All hours worked on 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. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) 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. -' X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve(12) hours Monday through Saturday,Sundays and holidays shall be paid at double the hourly rate of wage.When holiday falls on Saturday or Sunday,the day before Saturday, Friday,and the day after Sunday,Monday,shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day)shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during _j the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek)or 40 hours during that workweek.)All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. _j Z. 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 the straight time rate of pay in addition to holiday pay. -' 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. 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. 2 Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 Overtime Codes Continued 2. 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 r wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays r shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. r O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double r, 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 i over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, L ten-hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage.The first eight(8)hours worked on the fifth day shall be paid at one r and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. L r 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8)HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL L BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when r four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or L, outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours(12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday �— and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00) per hour for all hours worked that shift. The employer L' shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations.After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate L until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or L outside the normal shift,and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate r— of wage.After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at L the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. D. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday,shall be paid at a premium (- rate of 15%over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays, shall be paid at one L_, 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. r— E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week,once 40 hours of L straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. r L< 3 r L. } -� Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 Overtime Codes Continued ' 3. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. 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. .a H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(I-1/2)times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work J week(Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday.All hours worked Monday through Saturday over twelve(12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. ry 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL A BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, 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. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four(4) hours of overtime after eight (8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has J been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two(2)hours of overtime after ten (10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve (12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. D. All hours worked in excess of eight 8 hours per day or fort 40 hours per week shall be aid at double the hourly g ( ) P Y Y( ) p P Y rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. J EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating,capacitor stations,generating plants, industrial plants,associated installations and substations, except those substations whose primary function is J to feed a distribution system,will be paid overtime under the following rates: The first two (2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday,shall J be paid at one and one-half times the hourly rate of wage. All hours in excess of ten(10) hours will be at two (2) times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2) 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 will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized,shall be paid at the double the hourly rate of wage. _J 4 Benefit Code Key-Effective 9/2/2015 thru 3/1/2016 �- Overtime Codes Continued ' 4. E. The first two(2)hours after eight(8) regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. L.: On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day,ten hour work week,and Saturday shall be paid at one and one half(1%z)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. r° F. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday,shall be paid at a premium L: rate of 20%over the hourly rate of wage. 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 double the hourly rate of wage. r G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7).B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). r D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). L r" H. Holidays: New Year's Day,Memorial Day,Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). L I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, r Christmas Eve Day,And Christmas Day(7). L K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). F N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, 1 Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday L After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. F L, 5 r— L Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 Holiday Codes Continued 5. 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: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, J Thanksgiving Day,The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). 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). _j Holiday Codes Continued 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving A Day,the Friday after Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half-Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day(11). a H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday(10). I. Paid Holidays:New Year's Day,Memorial Day, Independence Day, Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day(9). Z. Holidays:New Year's Day,Memorial Day,Independence Day, Labor Day,Thanksgiving Day,Friday after 'J Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. J Holiday Codes Continued 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. 6 F Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 L Holiday Codes Continued F- L 7. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as r. a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. 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). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding - Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day(8). An holiday which falls on a g� g Y g Y Y Y( ) Y Y Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. r G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. r H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, L Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The _ Frida After Thanksgiving Da The Da Before Christmas Da And Christmas Da (9). An holiday which falls r Y g g Y� Y Y Y ( ) Y Y on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall L be observed as a holiday on the preceding Friday. r J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding r— Friday. L L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day,And Christmas Day(7).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding L Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, r` Independence Day, Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,And the Day L. after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. r, L. 7 r- L_ -� Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 Holiday Codes Continued 7. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after -, Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. •.J P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after a Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day,the Day after Christmas,and A Floating Holiday(9).If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be J observed as a holiday on the preceding Friday. Note Codes A 8. A. 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'-$2.00 per Foot for Each Foot Over 50 Feet ` Over 100'To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150'To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet .J C. 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 _J D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A& B: $1.00, Levels C & D: $0.50. J Note Codes Continued 8 r Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 L. r- 8. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,Level B:$0.75,Level t" C:$0.50,And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, CIass B Suit: t_ $1.50,Class C Suit: $1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15) minutes during the r shift shall be used in determining the scale paid. L R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance L and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on r approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective . on or after August 31,2012. r- S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana,or Idaho. This classification is only effective on r- or after August 31,2012. L T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all r temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after r. August 31,2012. L U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: r $1.50,And Class C Suit: $1.00. Workers performing underground work receive an additional$0.40 per hourfor any and all work performed underground, including operating, servicing and repairing of equipment. The premium for L underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers r— who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional$0.50 per hour. r L r L r L. r L r L r L. 9 r L % . � � � / : : � % � � , : i / r m � � � i � : � � � � : � � � � �: �� � : m � � : � �. � : : / / / / / / l r / / / // r/ .� / / / / / r / r as / / ll / ,,r /ti// / / "r /, / / //� ✓ %, r/ // //// / / // / r ! / r In � r / / t / 1 t / / / r r , r s l r/ / r t �/ / t / r/ l r / r , / � / t / / // / / / / r / / / / / / / / / / / / r / / / / r / / / / / / / / / / / / / / / / / r / f / e / / / / / l / r t t / / / / / / / / / / / / / KENT n,j «.x..i 4 o. l Agenda Item: Bids - 9B TO: City Council DATE: March 15, 2016 SUBJECT: 2016 Asphalt Overlay Project - Award MOTION: Award of the 2016 Asphalt Overlay contract to the lowest responsive and responsible bidder, ICON Materials, in the amount of $3,489,528.50 including the overlay of Mountain View Place neighborhood (aka Hycroft) and South 236th Street between Lakeside Blvd East and 64th Avenue South, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: The City received and opened four bids for the 2016 Asphalt Overlay contract, all under Engineer's Estimate. The project included streets previously approved by the Council on 10/20/2015. In addition, the bid included overlaying all streets in the Mountain View Place neighborhood (aka Hycroft) and South 236th Street between Lakeside Blvd East and 64th Avenue South, not previously approved. EXHIBITS: 1) Memo dated February 17, 2016 2) Public Works Committee Memo dated March 3, 2016 RECOMMENDED BY: Public Works Committee YEA: Higgins, Ralph, Fincher NAY: N/A BUDGET IMPACTS: Funded from the Business and Occupation and Solid Waste Utility tax.