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JF Engineering Chapel Hill LID #150 (CP5-ST-3A-16-03)
CONTRACT DOCUMENTS CHAPEL HILL EXTENSION LID Prepared by: ENGINEERING, PLLC for: CONTRACT NO. CP5-ST-3A-l6-03 COPY CITY ()I'1:30A SC PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737 P.O. Box 293 (525 North 3`d Avenue) Pasco, Washington 99301 / www.pasco-wa.gov ADDENDUM NO.2 Chapel Hill Extension LID PROJECT NO. 16030 Contract No. CP5-ST-3A 16-03 January 31, 2019 Addendum No. 2 Acknowledgement Page This addendum includes: 2 - 8 % x 11" Acknowledgement Pages 1 — 8 % x 11" Changes to Contract Documents 1 — 8 % x 11" Changes to Table of Contents 9 — 8 % x 11" Changes to Appendix C — 4 —11" x 17" Create Appendix E — Traffic Control Plans 5 — 8 % x 11" Bid Proposal Form 8 — 8 % x 11" Changes to Special Provisions 49 — 22" x 34" Plan Sheets 79 Total Sheets NOTICE is hereby given that this acknowledgement Rage must be signed and enclosed with the sealed bid for the Chapel Hill Extension LID No. 16030, CP5-ST-3A- 16-03 as evidence that the bidder has familiarized themselves With all information incorporated herein. Do NOT include the entire contents of this Addendum in your bid submission. Only this signed acknowled ement Page is re uired. Company Name Name (Please Print) Title Signature Chapel Hill Extension.LID Addendum No. 2 Project No. 16030, CP5-ST-3A-16-03 Page 1 �Vvm � r:i�r•t- �rt� PA SCO i PUBLIC WORK DEPARTMENT (509) 543-5739.. f FAX (509) 543-5737 P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 J www.pasco-wa.gov The Bid ODeninc Schedule remains unchanged. Submittals are due on: February 5 2019 at 2:00 Pm. This addendum will be sent throucih Quest CDN Only. Ma Hher Ames, PE Senior. ivil Engineer Chapel Hill Extension LID Addendum No. 2 Project No. 16030, CP5-ST-3A-16-03 Page 2 CHAPEL HILL EXTENSION LID ADDENDUM 2 CONTRACT DOCUMENTS INFORMATION FOR BIDDERS Delete the Bid Schedules section and replace it with the following: BID SCHEDULES AND BID ADDITIVES The proposal form contains two bid schedules and two bid additives. The determination of the low bid will be based upon the sum total of Schedules A and B and Bid Additive 1. The Contracting Agency will review and may or may not elect to award Schedules A B Additive 1 and Additive 2 at the discretion of the Contracting A enc . PROPOSAL FORM Replace the proposal form with the new form issued with this addendum. Chapel Hill Contract Manual —Add 2.docx Addendum 2 — Contract Manual 7 I 1 TABLE OF CONTENTS CHAPEL HILL EXTENSION LID Contract No. CP5-ST-3A-16-03 TABLEOF CONTENTS...................................................................................................1 INVITATIONFOR BIDS...................................................................................................2 INFORMATION FOR BIDDERS......................................................................................3 STANDARDSPECIFICATIONS...............................................................................................................3 EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE........................................................3 QUALIFICATION OF BIDDERS ................................ ................................................................................ SUBMISSIONOF BID PROPOSAL..........................................................................................................3 SCHEDULEOF EVENTS.........................................................................................................................4 -AWARD OF CONTRACT........................................................................................................••................4 ... PREVAILINGWAGE REQUIREMENTS..................................................................................................4 RECIPROCALBID PREFERENCE..........................................................................................................4 BIDSCHEDULES.........................................................................................•...............................•...........5 PROPOSALFORM..........................................................................................................6 SUBCONTRACTDISCLOSURE...................................................................................11 BIDBOND.....................................................................................................................12 NON -COLLUSION DECLARATION...............................................................................13 CONTRACT...................................................................................................................14 PERFORMANCEBOND................................................................................................15 APPENDIX 'A' WA State Prevailing Wages for Franklin County WA State Department of Labor and Industries Policy Statements APPENDIX 'B' SPECIAL PROVISIONS COP AMENDMENTS WSDOT / APWA AMENDMENTS APPENDIX 'C' PLANS INDEX FPUD STANDARD DETAILS APPENDIX `D' Geotechnical Site Investigation Report APPENDIX 'E' Tem ora Traffic Control Plans Chapel Hill Extension LID Page I 1 APPENDIX C ADDENDUM 2 (ADD THE FOLLOWING PAGES) PENTA HEAD BOLTS .2) t FOR USE. IN AREAS NOT SUBJECT TO VEHICULAR TRAFFiC zriVSI.M FRANKLIN SECONDARY JUNCTION VAULT P,. JDATM 10.Mow o> � . 272.V81.1 THE POKIER IS YOURS 119 NOTES - 1) VAULT, CONCRETE 56-x 56-x 42- DEEP WITH (2) TYPO INTERNA_ GROUNDS ON OPPOSITE WALLS. 2) LID, CONCRETE 56-x 56-k 6- wffH 36-x se STEEL DOOR. 272.V4,1 MG PRIMARY JUNCTION VAULT 1= R A14 K ! : N CONCRETE WITH STEEL LID COVER I } �DIrN IDATE:' 8/01/13 D1MG N0. N. RUiMAEL 'UMAIM QS -13 THE POWER !s YOURS B NIYATf 272.V4.1 S 219 N 1) VAULT. CONCRETE 56'x Wx 48r'WrFH (2) KMaQL GROUNDS ON OPPOSF(E WALLS. 2) VAULT DMNSION. 50'x 847x 247. - 3) LID. CONCRETE 56-x 8ex 12' WITH 36'x 36" STEEL DOORS. F F? A N K 7-E: POWER !S yoijqs GROUND 272-VS.IZM PRIMARYJUNCTION CONCRETE WITH STEEL UD COVER 'DAME NO iUPDATED. 08-13 272.V6.1 M WATT 319 IV INDEX I 11 s' 72" - :-:: -: _ -- — 7 35'x 24' xmDOOR 6" = 8" I :• - I I• - .3 I- :9 L .,1 W. VAULT WALL . 1 r;" #0009826 #0009792 10009793 70$s r MM 6� --- 1) SEE STANDARD V-1 FOR VAULT INSTALLATION GUIDELINES_ 2) USE WITH NEW CONSTRUCTION PME PAD—MOUNT SWITCHGEAR. 3) INTERNAL GROUNDING ACCESS POINTS. (4 PER SECTION, AS SHOWN) 4) BURKE LIFTING EYES (4 PER SECTION, AS SHOWN) V8.2.DWG PRIMARY JUNCTION VAULT FRANKLIN THREE-PIECE WITH PME SWITCHGEAR LID POWN. DATE: 7/6/00 DWG. NO. N. RUMMEL UP0 JM. 07/19/17 THE POWER IS YOURS �P. DS 7!25197 V'$.Z 419 tX 1) VAULT, CONCRETE - 487k 4ex '28' DEEP VIiH- (2) TWO INTERNAL GROUNDS ON OPPOSITE WALLS AND (1). ONE EXTERNAL GROUND. 2) UD, CONCRETE 42'x 42x 6' WITH 21*x 25' OPENING_ 272.V20P.1 VAULT; TRANSFORMER, OPEN COVER 1= R A N K :_: i N 1 -PHASE PAD MOUNT P -- +DWN. DAMDWG. NO. ? N RUIMIEL IM ATEM 08-13" I TSE oOwE;� := YOORS i" 8 WYATi 1 272.V20P.1 i 519 NOT TO SCALE s -fl MAST ARM CONNECTION Use single -bolt style mast arm connection EMBEDDED STREET LIGHT STANDARD REQUIREMENTS IPE 2 TYPE 2 APPLICATIONS: 0.5—FOOT STREET STREET LED AVERAGE MAX POLE A) 29'-6" WIDTH CLASSIFICATION WATTAGE LUMENS SPACING 3) 6'-0" ,) 1'-0" 38' RESIDENTIAL 53 5,329 300' )) B'-0" :) 5'-0" 2.0' MIN. �7.5' MAX GROUND LEVEL �.. t113-_ jf mm HE PO—IS NOTES. 1) POLE SHAFT — HOT ROLLED COMMERCIAL GRADE CARBON STEEL WITH 55,000 P.S.I. MINIMUM YIELD STRENGTH. LINEAR TAPER — 0.14 PER FOOT. 2) THE LUMINAIRE ARM AND POLE CONNECTION PLATES SHALL CONFORM TO ASTM A36. 3) CAST [RON POLE TOP CAP — ASTM DESIGNATION: A48 CLASS 30 — SECURED IN PLACE WITH MINIMUM 3 SET PLATED SCREWS. 4) ARM SHAFTS — 2-3/8. OUTSIDE DIAMETER AND 0.121" MINIMUM WALL THICKNESS AND 36,000 P.S.I. MINIMUM YIELD STRENGTH. 5) POLE AND ARM GALVANIZED TO ASTM A153. 6) ACCESSORIES GALVANIZED TO ASTM A153. 7) ALL THREADED FASTENERS TO BE GALVANIZED UNLESS OTHERWISE NOTED. 01 = 7 GAUGE, 1'-0" LENGTH, EXTERNAL GROUND SLEEVE. Q = HANHOLE WITH 1/2* NUT HOLDER FOR GROUNDING 1-58" ©= —9/ 0" x 9-5/8" OVAL WIRING ACCESS HOLE. ®= INSTALL POLE ON 12" x 12" x 3" CONCRETE BLOCK, OR BEARING PLATE WELDED TO BOTTOM OF POLE. STREET LIGHT POLE AND MAST ARM DWN. DATE: 7/5/00 .,, DNfG. No. N. RUMMEL UATED: 09/14 MP PD B. WYATT 619 TYPE 1 APPLICATIIONS- 35—FOOT STREET STREET LED AVERAGE MAX POLE (A) 34'-0" WIDTH CLASSIFICATION WATTAGE LUMENS SPACING (B) 8'—O" (C) 1'-4" 60' 5 LANE ARTERIAL 139 13,130 125' (D) 7'-0' HIGH DENSITY COMM. (E) 6'-0' 60' 5 LANE MAJOR 139 13,130 150' ARTERIAL 48' 4 LANE MAJOR 101 9,600 150' ARTERIAL 44' 4 LANE MINOR 101 9,600 150' ARTERIAL IPE 2 TYPE 2 APPLICATIONS: 0.5—FOOT STREET STREET LED AVERAGE MAX POLE A) 29'-6" WIDTH CLASSIFICATION WATTAGE LUMENS SPACING 3) 6'-0" ,) 1'-0" 38' RESIDENTIAL 53 5,329 300' )) B'-0" :) 5'-0" 2.0' MIN. �7.5' MAX GROUND LEVEL �.. t113-_ jf mm HE PO—IS NOTES. 1) POLE SHAFT — HOT ROLLED COMMERCIAL GRADE CARBON STEEL WITH 55,000 P.S.I. MINIMUM YIELD STRENGTH. LINEAR TAPER — 0.14 PER FOOT. 2) THE LUMINAIRE ARM AND POLE CONNECTION PLATES SHALL CONFORM TO ASTM A36. 3) CAST [RON POLE TOP CAP — ASTM DESIGNATION: A48 CLASS 30 — SECURED IN PLACE WITH MINIMUM 3 SET PLATED SCREWS. 4) ARM SHAFTS — 2-3/8. OUTSIDE DIAMETER AND 0.121" MINIMUM WALL THICKNESS AND 36,000 P.S.I. MINIMUM YIELD STRENGTH. 5) POLE AND ARM GALVANIZED TO ASTM A153. 6) ACCESSORIES GALVANIZED TO ASTM A153. 7) ALL THREADED FASTENERS TO BE GALVANIZED UNLESS OTHERWISE NOTED. 01 = 7 GAUGE, 1'-0" LENGTH, EXTERNAL GROUND SLEEVE. Q = HANHOLE WITH 1/2* NUT HOLDER FOR GROUNDING 1-58" ©= —9/ 0" x 9-5/8" OVAL WIRING ACCESS HOLE. ®= INSTALL POLE ON 12" x 12" x 3" CONCRETE BLOCK, OR BEARING PLATE WELDED TO BOTTOM OF POLE. STREET LIGHT POLE AND MAST ARM DWN. DATE: 7/5/00 .,, DNfG. No. N. RUMMEL UATED: 09/14 MP PD B. WYATT 619 HOT MIX ASPHALT RESTORATION RESIDENTIAL '1 Z 2" ASPHALT rf/r�i%f 4" CRUSHED SURFACING NATIVE MATER I4L ° 'j 24" MIN x: ARTERIAL. -4" ASPHALT •2" CRUSHED SURFACING 8" GRAVEL BASE MATERIAL NOTES: 1. PRIOR TO EXCAVATION. PERMITTING AND ROAD SPECIFIC REQUIREMENTS SHALL BE OBTAINED FROM THE OWNER OF THE ROADWAY. 2. 1.25" MINIMUM, GRAY, SCHEDULE 40 CONDUIT SHALL BE USED FOR STREET LIGHTING CIRCUITS. BITUMINOUS SURFACE RESTORATION .I ,-12 =, 2" MINIMUM --1 ri��l%%%i%%i �ir(f/%�f���i 2' MINIMUM 6" CRUSHED SURFACING IO" CRUSHED SURFACING NATIVE MATERIAL + . 24" a ° AT1VE MATERIAL NOTES: 1. PRIOR TO EXCAVATION. PERMITTING AND ROAD SPECIFIC REQUIREMENTS SHALL BE OBTAINED FROM THE OWNER OF THE ROADWAY. 2. 1.25- MINIMUM, GRAY, SCHEDULE 40 CONDUIT SHALL BE USED FOR STREET LIGHTING CIRCUITS. L-5.DWG TRENCH REQUIREMENTS - IN STREET FRANKLIN STREET LIGHTS DWN. DATE: 7/6/00 DWG- NO_ N. RUMMEL IUPDOED: 7-10 APP. L-5 Ti- E POWER IS YOURS B. WYATT 719 DAn kAn111UTCnTQANI0,'I=nRnAFQ POLE MOUNTED TRANSFORMER /--SEE STANDARD L-7 SEE STANDARD VS - 24" Q 1.25" MINIMUM, GRAY, SCHEDULE 40, PVC CONDUIT FOR CONDUCTOR. Q CRIMP LUGS BOLTED NAD TAPED TOGETHER. Q CONTRACTOR TO SUPPLY ALL MATERIAL AND STAND FIRST PIECE OF PIPE ON POLE. COORDINATE WITH FRANKLIN PUD TO INSTALL RISER. NOTES_ 1. AN IN -UNE, FUSED, WATERTIGHT ELECTRICAL DISCONNECT KIT SHALL BE INSTALLED IN THE JUNCTION BOX FOR EVERY CONDUCTOR ABOVE GROUND POTENTIAL 2. ADDITIONAL CONDUCTOR LENGTH SHAD_ BE PROVIDED IN ALL JUNCTION BOXES EQUAL TO A LOOP HAVING A DIAMETER OF ONE FOOT. 3. CONTRACTOR SHALL PLACE 4 -INCHES OF 5/8" MINUS CRUSHED ROCK IN BOTTOM OF JUNCTION BOX AFTER INSTALLING CONDUIT AND WIRING. 4. THE CONTRACTOR SHALL BE REQUIRED TO SECURE, AT HIS OWN EXPENSE. ALL INSPECTION PERMITS AND REQUIREMENTS FROM THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES, CITY OF PASCO. AND FRANKLIN COUNTY ROAD DEPARTMENT PRIOR TO INSTALLING- LIGHTING SYSTEM. 5. ALL LIGHTING SYSTEMS SHALL BE APPROVED BY THE FRANKLIN PUD PRIOR TO INSTALLATION. L-B.DWG STREET LIGHT SERVICE FRANKLIN GENERAL ARRANGEMENT PDWN. DATE 7/21/00 DWG. NO- N. RUMMEL UPDATED: 7-10 L-6 THE POWER IS YOURS & WYA7T 819 FUSED SERVICE SAFETY DISCONNECT SWITCH 8.86"W x 8.75'0 x 12.75L GENERAL ELECTRIC MODEL TG 3222 RH OR EQUIVALENT IN A NEMA 3R ENCLOSURE WITH A 20 AMP FUSE. LOCK AS PER P.U_O_ SPECIFICATIONS. MOUNTING PEDESTAL 4" x 6" RECTANGULAR STEEL TUBING_ WALL THICKNESS 0.188". TUBING TO BE HOT DIP GALVANIZED. PAD MOUNT RANSFORMER EXISTING GROUND 2.0' MIN. CONTRACTOR TO FURNISH AND INSTALL 1.25" MIN., SCH_40, PVC CONDUIT AND TYPE THWN, XHHW. OR USE CONDUCTORS. 1.25" MIN_, SCH_4.0 PVC .. \ 5/8" DIA. X 8' ONDUIT TO STREET ''--GALVANIZED STEEL LIGHT GROUND ROD. NOTES: 1. 8' MIN. FROM FRONT OF TRANSFORMER. 5' MIN. FROM SIDE OF TRANSFORMER. 2' MIN FROM BACK OF TRANSFORMER. 10' MIN. FROM POWER POLE. STREET LIGHT SERVICE FRANKLIN DISCONNECT DVM DATE: 7/21/00 DwG. NO N. RUNNEL UPDATED: 7-70 L-7 THE POWER IS YOURS APP B. WATT L-7.DWG 919 PROPOSAL FORM ISSUED WITH ADDENDUM 2) - Chapel Hill Extension LID CP5STSA-16-03 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, WA 99301 Council members, The undersigned declares that he has careft* examined the site located at the extension of Chapel Hill Boulevard from Road 84 to Road 68 as shown on the Consirmbon Plans. And has carefully examined specifications, plans, lawns, and ordinances covering the grading of ground, application of temporary erosion control measures, placement, installation, and construction of aggregate, pavement curb, water, sewer, storm drainage, street fighting, sidewalks, paved baits, signage, striping, traffic signal modification, landscaping and irrigation as identified within the Contract Documents to construct approximately 6,300 LF of roadway, including two round -a -bouts. In accordance with the terms, provisions, and requirements of the foregoing, the following prices are tendered as an offer to fumish the equipment, materials, appurtenances and guarantees, where required, and to perform the work in place and in good woridng order. Unit prices for all items, all extensions, and total amount of bid must be shown. ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID. .... SP = Special Provisions-, COPA = City of Pasco Amendments to the Std Specs; WDA_= WSDOT Amendments WSDOT Spot for 2 Std Measured Unit lu Item No. item (WSDOT/COP). OW Units Price TOTALS Chapd HM BW. Fiomion UD Bid form 115 SCHEDULE A MOBILIZATION SPCC PLAN 1 0001 1-09.7 1 LS. 2 2436 1 LS. 3 ITRENCH SAFETY SYSTEMS SP 7-08.4 12,467 LF. 4 7M MINOR CHANGE 3 4 G LG 5 PROJECT SURVEYING COPA 1-05.4 1 LS. 6 Record Drawings SP 1-11.4 1 L.S. 7 Temporary Erosion and Sediment Control 8 6471 INLET PROTECTION WDA 8-01.4(2) 3 EACH 9 6403 ESC LEAD SP 8-01.4 1 LS. 10 6468 STABILIZED CONSTRUCTION ENTRANCE WDA 8-01.4(2) 225 S.Y. 11 Sanity Sewer PVC SANITARY SEWER PIPE 8 IN. DIAM. MANHOLE 481N. DIAM. TYPE 1 MANHOLE ADDITIONAL HEIGHT 48 IN. DIAM. TYPE 1 Connect to Ebsting Sewer 12 3935 7-17.4 632 LF. 13 14 4360 i 4369 7-05.4 1 EACH 7-05.4 2 LF. 15 SP 7-17.4 1 EACH 16 3080 ADJUST MAHOLE TESTING SEWER PIPE 7-05.4 1 EACH 17 3152 7-17.4 632 LF. 18 TV INSPECTION OF SEWER PIPE SP 7-17.4 632 LF. 19 6 -Inch PVC Spare Conduit SP 7-11.4 556 LF. Water - Potable 20 3866 DUCTILE IRON PIPE FOR WATER MAIN 6 IN. DIAM. 7-09.4 3.97 LF. 21 3867 DUCTILE IRON PIPE FOR WATER MAIN 8 IN. DIAM. 7-09.4 499 LF. 22 3869 DUCTILE IRON PIPE FOR WATER MAIN 12 IN. DIAM. 7-09.4 269 LF. 23 3871 DUCTILE IRON PIPE FOR WATER MAIN 16 IN. DIAM. PVC 0900-16, SDR18 PIPE FOR WATER MAIN 161N. DIAM. 7-09.4 6,233 LF. 24 7-09.4 120 LF. 25 3822 BUTTERFLY VALVE 16 IN. 7-12.4 5 EACH 26 BUTTERFLY VALVE 12 IN. 7-12.4 4 EACH Chapd HM BW. Fiomion UD Bid form 115 4b. WSDOT �y Std :tom nam Na "am 'Spey for Una IYleasurement IMMDOTMOPI Otv Units Prien TOTAL 3 27 164nch x 64ch Tee, with thrust block SP 7-10.4 15 EACH 28 16 -Inch x 84nch Tee, with thrust block SP 7-10.4 4 EACH 29 16 -Inch x 12 -Inch Tee, with thrust block SP 7-10.4 1 EACH 30 16 -Inch x 8 -Inch Cross, with thrust block 16 -Inch x 12 -Inch Cross, with thrust block 16 -Inch Flange Coupling Adpater 12 -Inch x 8 -Inch Reducer SP 7-10.4 2 EACH 31 SP 7-10.4 2 EACH 32 SP 7-10.4 1 33 SP 7-10.4 2 34 6160 GATE VALVE 8 IN. 7-12.4 4 EACH 35 Blowoff Assembly w/24nch GV SP 7-09.4 8 EACH 36 Blowalf Assembly w/84nch GV SP 7-09.4 3 EACH 37 3846 Fire Hydrant Assembly, with thrust block 7-14.4 15 EACH 38 Connect To Etisting Waterline SP 7-09.4 3 EACH 39 Combination Air Release / Air Vacuum Valve Assembly 2 -inch SP 7-12.4 2 EACH 40 6243 ADJUST EXISTING VALVE BOX SP 7-12.4 6 EACH 41 Water - Irrig anon 42 3933 PVC PIPE FOR WATER MAIN 41N. DIAM. 7-09.4 358 LF. 43 3935 PVC PIPE FOR WATER MAIN 8 IN. DIAM. 7-09.4 942 LF. 44 3769 PVC PIPE FOR WATER MAIN 12 IN. DIAM. 7-09.4 3,406 LF. 45 15 -Inch x 12' Reducer SP 7-10.4 1 EACH 46 3820 12 -Inch Tee, with thrust block SP 7-10.4 1 EACH 47 BUTTERFLY VALVE 12 IN. 124nch 90' Bend, with thrust block 7-12.4 4 EACH 48 SP 7-10.4 1 EACH 49 124nch 45' Bend, with thrust block SP 7-10.4 6 EACH 50 12 -Inch 22-1/2' Bend, with thrust block SP 7-10.4 1 EACH 51 12 -Inch 11-1/4' Bend, with thrust block SP 7-10.4 1 EACH 52 12 -Inch Cap, with thrust block 124nch Flange Coupling Adapter SP 7-10.4 SP 7-10.4 1 1 EACH 53 EACH 54 12 -Inch x 8 -Inch Reducer SP 7-10.4 1 EACH 55 12 -Inch x 8 -Inch Cross, with thrust block SP 7-10.4 2 EACH 56 124rich x 8 -Incl Tee, with thrust block SP 7-10.4 3 EACH 57 12 -Inch x 4 -Incl Tee, with thrust block SP 7-10.4 1 4 EACH 58 SP 7- # EAE# 59 8 -Inch Tee, with thrust block SP 7-10.4 1 EACH 60 Gate Valve, 8 IN. 7-12.4 3 EACH 61 8 -Inch Flange Coupling Adapter SP 7-10.4 1 EACH 62 8 -inch x V Tee, with thrust block SP 7-10.4 1 EACH 63 8 Inch x 4' Reducer SP 7-10.4 1 EACH 64 Gate Valve, 4 IN. 4 -Inch 90' Bend, with thrust block 7-12.4 5 EACH 65 SP 7-10.4 1 EACH 66 Blowoff Assembly w/2 -inch GV SP 7-09.4 3 EACH Chapel HE Blvd. Eaerefon LID Bid tone 215 it WSDOT >: Std Spec for Measurement Unit fWADOTICOPI div Units Price TOTAL $ 67 Blowoff Assembly w/4 -inch GV SP 7-x.4 1 EACH 68 70 1 Blowoff Assembly w/8 -inch GV Connect to Existing Irrigation Line Combination Air Release / Air Vacuum Valle Assembly 24rich Landsaa Ing and Irrigation SP 7-09.4 SP 7-09.4 SP 7-12.4 5 2 2 EACH EACH EACH L.S. 71 Preparation of the finshed grades for lawn planting strips 8-01.4 3.70 Acre 1 L.S. 72 73 74 Seeding and fertliang of lawn planting strips Mulching of the lawn planting strips Tackifier of the lawn planting strips Mowing of the lawn planting strips Rods Mulch (37,259 sf x 4' = 455CY) 801.4 8-01.4 8-01.4 3.70 3.70 3.70 Acre Acre Acre 15,650 C.Y. 75 76 8-01 A SP 8-02.4 1.00 660 L.S. TON EMBANKMENT COMPACTION 2-03A 77 78 79 C.Y. Bark Mulch Root Barrier Weed Barrier SP 8-02.4 SP 8-02.4 SP 8-02A 75 3,220 4,139 C.Y. LF. S.Y. CRUSHED SURFACING TOP COURSE 4-04A 80 TON PSIPE 2 -gallon container SP 8-02A 1,138 EA CRUSHED SURFACING BASE COURSE 4.04.4 81 TON PSIPE 3 -gallon container SP 8-02.4 808 EA HMA CL 1/2' PG 64S-28 5-04.4 82 TON PSIPE 5 -gallon container SP 8-02.4 224 EA HMA CL 3/8' PG 645-28 CEMENT CONC. TRAFFIC CURB AND GUTTER 5-04.4 &MA 83 TON PSIPE Deciduous 2` caliper deciduous tree SP 8-02A 161 EA 13,630 LF. 84 PSIPE Conifer 6'-T tree SP 8-02A 27 EA 85 Fertilizer Compost for Plant Pit Mix SP 8-02.4 125 LB 86 SP 8-02.4 30 C.Y. 87 Peat Moss for Plant Pit Mb( SP 8-02.4 30 C.Y. 88 Irrigation system SP 8-03.4 1 L.S. 89 8 -Inch Irrigation Sleeve SP 7-11.4 337 LF. 90 2' PVC Conduit (for irr. control wires) SP 7-11.4 337 LF. 91 MeteFed Lead GeFftF 81242 . 2 EACH SUB -TOTAL TAX Ia 8.6% SCHEDULE A SUB -TOTAL Chapel FM Blvd. EAmslon LID Bid tone 3 1 5 +� SCHEDULE B -STREET 1 0035 CLEARING AND GRUBBING 2-01.4 1 L.S. 2 0050 REMOVAL OF STRUCTURES AND OBSTRUCTIONS, INC. HAUL AND DISP. 2-01 A 1 L.S. 3 0310 ROADWAY EXCAVATION INCL HAUL 2-03A 15,650 C.Y. 4 0470 EMBANKMENT COMPACTION 2-03A 13,700 C.Y. 5 5120 CRUSHED SURFACING TOP COURSE 4-04A 6,535 TON 6 5100 CRUSHED SURFACING BASE COURSE 4.04.4 16,110 TON 7 5767 HMA CL 1/2' PG 64S-28 5-04.4 6,095 TON 8 5766 HMA CL 3/8' PG 645-28 CEMENT CONC. TRAFFIC CURB AND GUTTER 5-04.4 &MA 864 TON 9 6700 13,630 LF. Chapel FM Blvd. EAmslon LID Bid tone 3 1 5 +� WSDOT ` Std W t- Rem No. item 10 6709 11 12 6707 Spec for Measumnient Unit (UISDOT[COP) tlty Units Price TOTAL 3 ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER 8-04.4 516 LF. CEMENT CONCRETE TRAFFIC CURB (CENTER ISLAND) 8-04A 332 LF. CEMENT CONC. PEDESTRIAN CURB ROUNDABOUT SPLITTER ISLAND NOSING CURB CEMENT CONCRETE SIDEWALK 8-04.4 245 LF. 8-04A 7 EACH 8-14A 6,304 S.Y. CEMENT CONCRETE PATTERNED SP 6-02.4 388 S.Y. CEMENT CONCRETE PATTERNED TRUCK APRON SP 6-02.4 631 S.Y. BIKE RAMP SP 8-14.4 3 EACH DETECTABLE WARNING SURFACE 8-14A 295 S.F. CEMENT CONCRERTE CURB RAMP TYPE PARALLEL 8-14.4 9 EACH CEMENT CONCRERTE CURB RAMP TYPE PERPENDICULAR 8-14.4 22 EACH CEMENT CONCRERTE CURB RAMP TYPE COMBINATION 8-14A 2 EA MONUMENT- CASE, COVER, AND PIPE COPA 8-13.4 13 EACH ILLUMINATION SYSTEM 8-20A 1 L.S. Storrs Drain a ADJUST CATCH BASIN 7-05A 1 EACH CATCH BASIN TYPE 1 7-05.4 31 EACH SOLID WALL PVC STORM SEWER PIPE 8 IN. DIAM. INFILTRATION TRENCH S" nin , Stri in , and Te_mpnrm r Traffic Control PERMANENT SIGNING J REMOVE PAINT LINE 7-04.4 310 LF. SP 7-06.4 1,040 LF. 8-21.5 1 L.S. 8-22A 830 LF. PLASTIC LINE 41n. 8-22.4 24255 LF. PLASTIC WIDE LANE LINE 81n. 8-22A 1,063 LF. PLASTIC STOP LINE 8-22.4 84 LF. PLASTIC TRAFFIC ARROW PLASTIC CROSSWALK LINE 8-22.4 22 EACH 8-22.4 2,032 S.F. PLASTIC CROSSHATCH MARKING 8-22.4 1,806 LF. PLASTIC WIDE DOTTED ENTRY LINE 8-22.4 172 LF. PLASTIC YIELD LINE SYMBOL 8-22.4 25 EACH TRAFFIC CONTROL SUPERVISOR SP 1-10.5(2) 1 L.S. Pedestrian Traffic Control SP 1-10.5(2) 1 L.S. Flagg SP 1-10.5(2) 100 HR Other Traffic Control Labor SP 1-10.5(2) 40 HR Constriction Signs - Class A Sequential Arrow Sign Portable Changeable Message Sign Transportable Attenuator SP 1-10.5(2) 160 SQFT SP 1-10.5(2) 100 HR SP 1-10.5(2) 100 HR SP 1-10.5(2) 2 EA. Operation of Transportable Attenuator SP 1-10.5(2) 40 HR 4 r -A Cry Fwi Blvd. Extension UD Bid form 4 1 5 V; WSDOT 2 Std spe�. for Unit Measurement nwseoTtCOPI OW Units Price TOTALS 48 Other Temporary Traffic Control SP 1-10.5(2) 1 LS. 49 Portable Temporary Traffic Contol Signal SP 1-10.5(2) 1 LS. 38 Signal Modifications Complete, Road 68 SP 8-20.4 1 LS. SCHEDULE B SUB -TOTAL TOTAL BASE BID (SCHEDULE A + B) BID ADDITIVE 1 1 BID ADDITIVE 1 BID ADDITIVE 2 8-20.4 1 LS. TAX @ 8.6% TOTAL BID ADDITIVE 1 I V r AL Cru AMvun 1 tcA0G Uw r e+v - --- -/ 1 BID ADDITIVE 2 SP 8-20.4 1 1- L.S. I - TAX @ 8.6% TOTAL BID ADDITIVE 2 The Proposal Form, Bid Bond, Non-oollusion Declaration, Subcontract Disclosure and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. The undersigned hereby agrees that the City Engineer for the City of Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications. The undersigned agrees that if awarded the contract, he will commence work on the date indicated on the written Notice to proceed and that all work should be completed within 130 working dM. The undersigned further agrees to pay as liquidated damages for each consecutive working day thereafter as provided in the current Standard Specification for Road, Bridge, and Municipal Construction Section 1-08.9. The undersigned Bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, the bidder is not a `willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify (or declare) under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Accompanying this Proposal is a certified check, cashier's check, bid bond, cash or money order payable to the City of Pasco being an amount Receipt is hereby acknowledged of addendum(s) No.(s) . & DATED AT THIS DAY OF 2019. SIGNED: TITLE: PRINTED NAME: NAME OF COMPANY: ADDRESS: TELEPHONE: CONTRACTOR'S LICENSE #. Chapel 1401 Sled. Eamon LID ..- Bd turn s I s CHAPEL HILL EXTENSION LID ADDENDUM 2 SPECIAL PROVISIONS 1-03.2 Award of Contract Delete the City of Pasco GSP's Section 1-03.2 and replace with the following: Normally, Contract Award or Bid rejection will occur within 60 calendar days after Bid Opening. Should an appeal or other LID related issue arise, the Contract Award could be extended up to 120 calendar days from Bid Opening. The Contractor's bid shall be valid through this potential delay period, without additional compensation or adjustment. If the Contract Award date is delayed beyond 120 calendar days from Bid Opening, the Contracting Agency and Contractor will negotiate any cost impacts to the proposed bid amount. If the Contracting Agency and Contractor cannot reach an agreement, the Contracting Agency reserves the right to Award the Contract to the next lowest responsible Bidder or reject all Bids. The Contracting Agency will notify the successful Bidder of the Contract Award in writing. 1-07.24 Rights of way Add the following to Section 1-07.24: The Contracting Agency is currently working to acquire the properties owned by Dept. of Natural Resources for rights of way. The affected areas are located from the centerline of Chapel Hill north, from the center of the Road 76 east to Road 68, including the east half of —" Road 76 north of Chapel Hill. And the property south of the Chapel Hill centerline from approximately station 64+62 to Road 68. The Contractor shall anticipate that no construction activities or access will be available to those areas for a period of 30 days after the Notice to Proceed has been issued. Work within the existing Road 68 right-of-way will be permitted after the Notice to Proceed has been issued. 1-10.5(2) Item Bids With Lump Sum for Incidentals Delete the following from Section 1-10.5(2) Chapel Hill SP — Add 2.docx Addendum 2 — SP Revisions 118 Create the following section and subsections: 7-11 SPARE CONDUIT, IRRIGATION SLEEVE, AND 2" CONDUIT 7-11.1 Description This Work consists of constructing spare conduit, irrigation sleeve within the road section, and 2" conduit only as shown on the C400 series plans, in accordance with the Plans, these Specifications, and the Standard Plans, as staked. 7-11.2 Materials Pipe used for spare conduit, irrigation sleeve, and 2" conduit shall meet the requirements of the following sections: Solid Wall PVC Sanitary Sewer Pipe (6 & 8 Inch) 9-05.12(1) Rigid PVC Condit (2 Inch) 9-29.1(4)A 7-11.3 Construction Requirements Spare conduits shall be constructed in accordance with Section 7-08.3. The conduits shall be installed with a minimum of 24 inches of cover. Where multiple — conduits area being installed, they shall have a minimum of 3 inches of space between the outside of the conduits. The ends shall be extended a minimum of 1' beyond any improvements. The ends of the conduits not put into use with the project shall be capped. For occupied conduits and _ sleeves, remaining void space shall be filled with expanding foam or other method approved by the Engineer. 7-11.4 Measurement The length of spare conduit and irrigation sleeve will be the number of linear feet of completed installation measured along the invert. The length of 2" PVC conduit will be the number of linear feet of completed installation measured along the invert as identified on the C400 series plans. There will be no measurement for conduit shown on the E series plans. — 7-11.5 Payment Payment will be made for the following Bid items that are included in the Proposal: "2 In. PVC Conduit", per linear foot. (Only as identified on the C400 series Plans) • In. PVC Irrigation Sleeve", per linear foot. • In. PVC Spare Conduit", per linear foot. The unit Contract price per linear foot for spare conduit and conduit of the kind and size specified shall be full pay for furnishing, hauling, and assembling in place the completed installation including all special fittings, joint materials, bedding and backfill material, and Chapel Hill SP — Add 2.docx Addendum 2 — SP Revisions 218 adjustment of inverts to manholes for the completion of the installation to the required lines and grades. Conduit indicated on the E series plans shall be included in the lump sum pay item(s) for Bid Additive 1 and Bid Additive 2 as indicated. 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.1 Description Add the following to Section 8-01.1: In addition, this Work consists of preparing, furnishing, installing, maintaining the newly —' hydroseeded planting strips and hydroseed mix areas in accordance with these Specifications and as shown in the Plans or as designated by the Engineer. 8-01.4 Measurement Add the following to Section 8-01.4: "Preparation of the finished grades for lawn planting strips and hydroseed mix areas", per Acre. "Seeding and Fertilizing of the lawn planting strips and hydroseed mix areas", per Acre. "Mulching of the lawn planting strips and hydroseed mix areas", per Acre. "Tacker of the lawn planting strips and hydroseed mix areas", per Acre. 8-01.5 Payment Add the following to Section 8-01.5: "Preparation of the finished grades for lawn planting strips and hydroseed mix areas", per Acre. "Seeding and Fertilizing of the lawn planting strips and hydroseed mix areas", per Acre. "Mulching of the lawn planting strips and hydroseed mix areas", per Acre. "Tackifier of the lawn planting strips and hydroseed mix areas", per Acre. 8-03 IRRIGATION SYSTEMS 8-03.4 Measurement Delete the following from Section 8-03.4: I.ffig<,R:on systems Shall inslude the_GOFnplete system to +h;reFdaMe with the gpeGifiGAGRs and the Plans OF as appFeved by the ERgineer-. The metered lead GeRteF shall ROt be iRGluded in thus Fneasumment and shall be paid sepaFately withiR the elertFiGal system, Addateve 1. Chapel HUI SP —Add 2.docx Addendum 2 — SP Revisions 318 8-03.5 Payment Revise the third paragraph of Section 8-03.5 to read: The Contracting Agency will, at no cost to the Contractor, provide water and electricity needed for installation and operation of the irrigation system for the life of the Contract. Delete the following from Section 8-03.5: 8-20.1 Description ' Revise Section 8-20.1 as follows: In the third paragraph replace "...(Franklin PUD)..." with "...(FPUD)..." Within the bulleted list for 'The work consists of the following-", replace two instances of "Franklin PUD" with "FPUD" Amend Section 8-20.1 with the following. In addition, Work shall also include furnishing and installing all. materials necessary to provide a complete empty infrastructure for Franklin Public Utilities District (FPUD) power system. • Bid Additive 1 — Consists of the infrastructure necessary for FPUD to supply power to the illumination system on Chapel Hill Boulevard between Road 84 and Road 68. _ • Bid Additive 2 — Consists of the remaining components of the system necessary for FPUD to supply power to all of Chapel Hill Boulevard between Road 84 and Road 68. The work consists of furnishing, installing, integrating, lab and field testing all materials and equipment necessary to complete in place, a complete conduit and junction box/vault infrastructure meeting the standards of FPUD. Infrastructure shall be constructed in accordance with approved methods, the Plans, the Special Provisions and these Specifications. Once complete, it is the responsibility of FPUD to furnish and install all equipment and conductors and make all connections necessary to provide a complete and functioning electrical system. 8-20.3(5) Conduit 8-20.3(5)6 Conduit Type Line 7-10 is replaced with the following: Chapel Hill SP — Add 2.doaK Addendum 2 — SP Revisions 418 The underground conduit for FPUD must be gray Polyvinyl Chloride (PVC) Schedule 40, conform to NEMA TC Specification and be permanently marked at regular intervals with manufacturer's name or symbol, size "SCH 40" and "PVC". 8-20.3(5)C Conduit Size Section 8-20.3(5)C is supplemented with the following: All underground electrical conductors, between the junction box or disconnect switch at the source of power and the junction boxes adjacent to the individual street lights, shall be installed within a one and one-quarter inch (1-1/4") (minimum diameter) conduit. 8-20.3(5)E Method of Conduit Installation Section 8-20.3(5)E is supplemented with the following: Conduits should run in a straight line. Standard bends, sweeps, or offsets may be used as required. Install couplings, connectors, and fittings to provide a rigid mechanical assembly with conduit cut square, reamed, and without burrs. Cement conduit joints as recommended by the manufacturer. The following new subsection is added: 8-20.3(5)E6 Excavation This is a new section. Excavating should be done only as necessary for installing the conduit and vault system, exercising care for adjacent sidewalks, curbs, streets and underground utilities. Trenches for underground conduits need to be true to line and grade, as shown on the drawings and indicated _ in the specifications. Keep banks of trenches vertical. Maintain trenches free from standing water when conduits or vaults are being installed, and cleaned of excess and loose rock and earth before installation of conduit encasement. —' 8-20.3(5)E7 Duct Bedding and Encasement This is a new section: Minimum of 4 -inches of bedding and 4 -inches of cover is used to encase the conduits. The minimum dept from finished grade to bottom of trench for primary cable is 48 -inches, and 36 - inches to bottom of trench for secondary and street lighting circuits. 8-20.3(5)E8 Inspections This is a new section: After installation of the conduit and the 4: sand bedding beneath the conduit, call Engineering for an inspection before proceeding. After installing the 4" sand cover over the conduit, call Engineering again for a final inspection before proceeding with the backfill. 8-20.3(5)E9 Backfill This is a new section: Chapel Hill SP —Add 2.doc x Addendum 2—SP Revisions 5 i 8 Excavation material may be used for backfill provided it is free from vegetation, trash, rock, or frozen particles. Backfill should be placed uniformly in layers and each layer thoroughly compacted. Conduit must be sealed with a factory manufactured conduit plug. 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes Section 8-20.3(6) is supplemented with the following: The concrete primary junction vaults, transformer vaults and covers shall be as shown in the FPUD details within the plans. FPUD engineering must approve any equivalent products prior to installation. The top of concrete junction vaults (not including the cover) is installed at the final grade level so that, when the 6° cover is in place, the top of the cover will be 6" above the final -- grade of the surrounding surface. Knockouts should be made from the inside of the vault. Completely remove center knockout in bottom of vault prior to installation to allow vault to drain. Vault penetrations will need to be grouted according to FPUD standards. Where vaults are to be placed in paved areas and when fiberglass transformer vaults will be used, you need to discuss vault grade with Engineering before excavating. All vaults shall be placed on 6" of compacted and leveled crushed rock. 8-20.3(6)A Transformer Vault This is a new section: The concrete transformer vault and cover will be as shown in the FPUD details within the plans. Equivalent product must have prior approval of FPUD Engineering Department. The top of concrete junction vaults (not including the cover) is installed at the final grade level so that, when the 4" cover is in place, the top of the cover will be 4" above the final grade of the surrounding surface. Conduits are swept up through the open bottom of the vault. Completely remove center knockout in bottom of vault prior to installation to allow vault to drain. All vaults shall be placed on 6" of compacted and leveled crushed rock. 8-20.3(6)B Primary Junction Vault and Cover: Three -Piece with Steel Lid Covers This is a new section: — The concrete transformer vault and cover will be as shown in the FPUD details within the plans. Equivalent product must have prior approval of FPUD Engineering Department. The top of concrete junction vaults (not including the cover) is installed at the final grade level so that, when the 12" cover is in place, the top of the cover will be 12" above the final grade of the surrounding surface. Knockouts should be made from the inside of the vault. Completely remove center knockout in bottom of vault prior to installation to allow vault to drain. All vaults shall be placed on 6° of compacted and leveled crushed rock. 8-20.3(18) Metered Load Center — Delete Section 8-20.3(18) 8-20.4 Measurement Section 8-20.4, the first paragraph is revised to read: Chapel Hal SP —Add 2.doc x Addendum 2 — SP Revisions 6 18 "Signal Modifications Complete, (Location)" shall be measured per lump sum. "Illumination System" shall be measured per lump sum. —' 'Bid Additive 1" shall be measured per lump sum. "Bid Additive 2" shall be measured per lump sum. Delete the following from Section 8-20.4: '— 8-20.5 Payment Delete the following from Section 8-20.5: 8-20.5 Payment Section 8-20.5 is supplemented with the following: 'Bid Additive 1A, per lump sum. Lump sum contract prices shall be for the construction of the complete Franklin Public Utilities District (FPUD) electrical system infrastructure as described above and as shown in the Plans (identified as Bid Additive 1), and herein specified, including excavating, backfilling, conduit, -'" junction boxes, foundations, service equipment facilities, and restoring facilities destroyed or damaged during construction. Contractor shall be responsible for coordinating with FPUD for approval of all infrastructure elements as well as integration with existing FPUD infrastructure and systems. All additional materials and labor, not shown in the Plans or called for herein and which are required to complete the electrical infrastructure, shall be included in the lump sum Contract Price. Record Drawings (As-Builts), are considered incidental to all lump sum items. "Bid Additive 2", per lump sum. _ Lump sum contract prices shall be for the construction of the complete Franklin Public Utilities District (FPUD) electrical system infrastructure as described above and as shown in the Plans (identified as Bid Additive 2), and herein specked, including excavating, backfilling, conduit, junction boxes, foundations, service equipment facilities, and restoring facilities destroyed or damaged during construction. Contractor shall be responsible for coordinating with FPUD for approval of all infrastructure elements as well as integration with existing FPUD infrastructure and systems. All additional materials and labor, not shown in the Plans or called for herein and which are required to complete the electrical infrastructure, shall be included in the lump sum Contract Price. Record Drawings (As-Builts), are considered incidental to all lump sum items. Chapel Hill SP —Add 2.docx Addendum 2 — SP Revisions 718 - - pM - - - - -wou '— 8-20.5 Payment Delete the following from Section 8-20.5: 8-20.5 Payment Section 8-20.5 is supplemented with the following: 'Bid Additive 1A, per lump sum. Lump sum contract prices shall be for the construction of the complete Franklin Public Utilities District (FPUD) electrical system infrastructure as described above and as shown in the Plans (identified as Bid Additive 1), and herein specified, including excavating, backfilling, conduit, -'" junction boxes, foundations, service equipment facilities, and restoring facilities destroyed or damaged during construction. Contractor shall be responsible for coordinating with FPUD for approval of all infrastructure elements as well as integration with existing FPUD infrastructure and systems. All additional materials and labor, not shown in the Plans or called for herein and which are required to complete the electrical infrastructure, shall be included in the lump sum Contract Price. Record Drawings (As-Builts), are considered incidental to all lump sum items. "Bid Additive 2", per lump sum. _ Lump sum contract prices shall be for the construction of the complete Franklin Public Utilities District (FPUD) electrical system infrastructure as described above and as shown in the Plans (identified as Bid Additive 2), and herein specked, including excavating, backfilling, conduit, junction boxes, foundations, service equipment facilities, and restoring facilities destroyed or damaged during construction. Contractor shall be responsible for coordinating with FPUD for approval of all infrastructure elements as well as integration with existing FPUD infrastructure and systems. All additional materials and labor, not shown in the Plans or called for herein and which are required to complete the electrical infrastructure, shall be included in the lump sum Contract Price. Record Drawings (As-Builts), are considered incidental to all lump sum items. Chapel Hill SP —Add 2.docx Addendum 2 — SP Revisions 718 SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL August 4, 2014 9-29.1(4) Rigid PVC Conduit This section is replaced with the following: Rigid PVC conduit shall conform to NEMA TC2 Specification and be permanently marked at regular intervals with the manufacturer's name or symbol, size "SCH 40" AND "PVC". Coupling and fittings must be Schedule 40, factory -made and conform to the NEMA TC2 specification. Polyvinyl chloride (PVC) pipe shall conform to the requirement of ASTM D 1785. 9-29.2(2) Approved Materials This is new section: Materials approved.for use by customers of the FPUD are as follows: 1. Transformer Vault Oldcastle Precast Vault 4242LA "Special" 2808 A street SE with internal and external ground Auburn, WA 98002 LID 44-332P (800) 892-1538 Keyed outside H2 PreCast 4919 Contractors Dr. East Wenatchee, WA 98802 509-884-6644 4242 Base with Internal Grounds with 42-2125 with scribed lid 2. Primary Junction Vault: Concrete with Steel Cover Oldcastle Precast Vault 504 -LA 2808 A street SE with internal and external ground Auburn, WA 98002 LID 55-332P (800) 892-1538 H2 PreCast 4919 Contractors Dr. East Wenatchee, WA 98802 509-884-6644 Vault 55413 with internal and external ground Lid 550-13 3. Primary Junction Vault: Three -Piece with Steel Lid Covers Oldcastle Precast Vault 575 -LA "Special" 2808 A street SE Extension 57R-24 Auburn, WA 98002 LID 57 -7L -2-332P (800) 892-1538 H2 PreCast 4919 Contractors Dr. East Wenatchee, WA 98802 509-884-6644 Vault 575 with internal ground Extension 57R-24 Lid 57-23 Chapel H01 SP — Add 2.docu Addendum 2 — SP Revisions 818 PASCO PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737 P.O. Box 293 (525 North 3`d Avenue) Pasco, Washington 99301 / www.pasco-wa.gov ADDENDUM NO. 1 Chapel Hill Extension LID PROJECT NO. 16030 Contract No. CP5-ST-3A 16-03 January 29, 2019 Addendum No. 1 Acknowledgement Pape This addendum includes: 2 - 8 % x 11" Acknowledgement Pages 1 — 8 % x 11" Questions & Answers _. 2 — 8 % x 11" Changes to Special Provisions 26 —11"x1 7" Plan Sheets 31 Total Sheets NOTICE is hereby given that this acknowledgement page must be signed and enclosed with the sealed bid for the Chapel Hill Extension LID No. 16030, CP5-ST-3A- 16-03 as evidence that the bidder has familiarized themselves with all information incorporated herein. Do NOT include the entire contents of this Addendum in your bid submission. Only this signed acknowled ement page is required. Company Name Name (Please Print) Title Signature Chapel Hill Extension LID Addendum No.1 Project No. 16030, CP5-ST-3A-16-03 Pagel PUBUC WORK DEPARTMENT (509) 543-5738 / FAX (509) S43-5737 �� • ,. P.O. Box 293 (525 North 3'd Avenue) Pasco, Washington 99301 / www.pasco-wa gov The Bid Opening Schedule remains unchanesd. Submittals are due on: February 5 2019 at 2:00 Pm. This addendum will be sent through Quest CDM Only. M ather Ames, PE Senior Civil Engineer Chapel Hill Extension LID Addendum No.1 Project No. 16030, CPS -ST -3A-16-03 Page 2 PASC]JO PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737 P.O. Box 293 (525 North 3`d Avenue) Pasco, Washington 99301 / www.pasco-wa.gov Questions & Answers 1. Are CAD files available for use during bid preparation? A. CAD files have been placed under the Q&A section of the Quest CDN Project page for download. 2. Is the contractor responsible for testing and inspection or is that the City's responsibility? B. The City will be responsible for the materials testing for the project and will use existing on-call contracts for these services in accordance with Specification section 9-05.6. Chapel Hill Extension LID Addendum No. 1 Project No. 16030, CP5-ST-3A-16-03 Page 3 CHAPEL HILL EXTENSION LID ADDENDUM 1 TO THE SPECIAL PROVISIONS (Revisions are underlined) Addendum 1- Revise the following in Section 1-01: DESCRIPTION OF'WORK The Contract provides for the construction of approximately 6,300 LF of new collector arterial roadway with grading, sidewalks, asphalt paved trail, landscape plantings and irrigation, potable — water systems, irrigation transmission systems, sewer systems, street lighting, and signal modifications. The project also involves the construction of two roundabouts. The project is located on the extension of Chapel Hill Boulevard between Road 84 and Road 68. Addendum 1 - Add the following to Section 1-02.2: The first sentence of the last paragraph of Section 1-02.2 is revised to read: -' For projects issued by the City of Pasco copies ies of plans and specifications(bidding documents will be available through QuestCDN.com using eBidDoc #6086943. -. 1-02.5 Proposal Forms Addendum 1 - Delete the following: F-er-F1Fe}e6tS issued by the GRY 9f PaSGO. GGpoes of WaRs and speGiAGaWRS Wddaffl d9GUFReRwall be available Addendum 1 - Supplement Section 1-08.5 with the following: 1-08.5 Time For Completion Contract time shall bein on the first workingday. The first workin da shall be as identified on the Notice to Proceed. If the Contractor elects to work 10 hours a day and 4 days a week a 4-10 schedule and the — fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Chapel Hill SP — Add 1.docx Supplement the fifth paragraph with the following Physical Completion will not be granted until the Record Drawin s have been submitted to the Engineer. Supplement the sixth paragraph to read: e. Property owner releases per Section 1-07.24 Section 1-08.5 is supplemented with the following: {March 13. 1995 WSDOT GSPP This proied shall be Physically completed within 130 working days, Chapel Hill SP—Add 1.docx CONTRACT DOCUMENTS CHAPEL HILL EXTENSION LID Engineering project number 16030 19 CITY OF PASCO, WASHINGTON CONTRACT NO. CP5-ST-3A-'I6-03 JANUARY 2019 ENGINEERING, PLLC TABLE OF CONTENTS - CHAPEL HILL EXTENSION LID Contract No. CP5-ST-3A-16-03 TABLEOF CONTENTS...................................................................................................1 INVITATIONFOR BIDS...................................................................................................2 -.., INFORMATION FOR BIDDERS......................................................................................3 STANDARD SPECIFICATIONS...............................................................................................................3 EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE........................................................3 _ QUALIFICATION OF BIDDERS................................................................................................................3 SUBMISSION OF BID PROPOSAL..........................................................................................................3 SCHEDULEOF EVENTS.........................................................................................................................4 AWARDOF CONTRACT..........................................................................................................................4 PREVAILING WAGE REQUIREMENTS..................................................................................................4 RECIPROCALBID PREFERENCE......................................................................................................... BIDSCHEDULES.....................................................................................................................................5 ... PROPOSALFORM..........................................................................................................6 SUBCONTRACT DISCLOSURE...................................................................................11 BIDBOND.....................................................................................................................12 NON -COLLUSION DECLARATION...............................................................................13 CONTRACT...................................................................................................................14 PERFORMANCEBOND................................................................................................15 APPENDIX 'A' WA State Prevailing Wages for Franklin County WA State Department of Labor and Industries Policy Statements APPENDIX 'B' SPECIAL PROVISIONS COP AMENDMENTS WSDOT / APWA AMENDMENTS APPENDIX 'C' PLANS INDEX APPENDIX 'D' Geotechnical Site Investigation Report Chapel Hill Extension UQ Page I 1 INVITATION FOR BIDS CHAPEL HILL EXTENSION LID Contract # CP5-ST-3A-16-03 The City of Pasco, Washington is inviting and requesting bid proposals for the Chapel Hill Boulevard Extension LID. This project involves the construction of approximately 6,300 LF of new collector arterial roadway with associated sidewalk, trail, landscaping, potable water, irrigation, sewer, street lighting, and signal modifications. The project also involves the construction of two roundabouts. The project is located on the extension of Chapel Hill Boulevard between Road 84 and Road 68. Bid documents, including plans and specifications, may be obtained beginning January 22, 2018 at 12:01 p.m. through QuestCDN.com using eBidDoc #6086943, for a nominal download fee. QuestCDN.com can be contacted at 952-233-1632 or info@questCDN.com for additional information and assistance. Bids shall be addressed to the Mayor and the City Council and will be received at the office of the City Clerk, City Hall, 525 North 3rd Avenue, Pasco, Washington, up to the hour of 2:00 p.m., February 5, 2019 and then shall be opened in the City Council Chambers located on the first floor of the City Hall Building. At the time and date stated, the bids will be publicly opened and read aloud. Bids are to be submitted once on forms provided in the Contract Specifications All bids must be accompanied by a "Good Faith Token" in the form of a Certified Check, Cashier's Check or Bid Bond in the amount of not less than 5 percent (5%) of the total bid. Technical questions regarding the scope of this project should be put in writing and directed to Mary Heather Ames, P.E., Project Manager, City of Pasco, Public Works, 525 N. 3rd Avenue, PO Box 293, Pasco, WA 99301, Email: amesm@pasco-wa.gov. Bids will onIN be accepted from Contractors who are ehi!ible to perform services as 2overned by PMC '— 14.10 and who are listed on the OuestCDN Planholders list. The City of Pasco in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 2000d to —. 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally -Assisted Programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract _ entered into pursuant to this advertisement, disadvantaged business enterprises as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, national origin, or sex in consideration for an award. The City of Pasco is an equal opportunity and affirmative action employer. Small, minority- and women -owned businesses are encouraged to submit bids. All work performed on the project will be subject to the prevailing state wage rates. The City Council reserves the right to reject any and all bids and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved make the award to best serve the interests of the City of Pasco. DATED: January 18, 2019 Kent McCue, Construction Manager Published: January 20, 2019 City of Pasco January 27, 2019 Chapel Hill Extension UD Page 12 INFORMATION FOR BIDDERS STANDARD SPECIFICATIONS The Standard Specifications for the municipal Public Works Construction, as prepared by the Washington Department of Transportation 2018 Standard Specifications for Road, Bridge, and Municipal Construction hereinafter referred to as "Standard Specifications," hereby references are made a part of this contract as amended by the WSDOT, the City of Pasco _ Standard Amendments, and the APWA general special provisions as indicated and supplemented by the "Special Provisions." Copies of the Standard Specifications are available for review and inspection at the office of the Engineer. Copies of the Standard Specifications may be purchased from: Washington State Department of Transportation (WSDOT) Engineering Publications Post Office Box 47408 Olympia, WA 98504-7408 Any reference to the 20xx Standard Specifications for Road, Bridge and Municipal Construction shall read 2018 Standard Specifications for Road, Bridge and Municipal Construction. EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE Bidders should carefully examine the Contract Documents and work site to fully acquaint themselves with all the conditions and matters which can in any way affect the work or the cost thereof. Any explanation regarding the meaning or interpretation of the Contract Documents must be requested in writing, a minimum of 48 hours before the time of the bid opening. Any such explanations or interpretations shall be made in the form of addenda to the documents and shall be furnished to all bidders, who shall submit all addenda with their bids. Oral explanations and interpretations made prior to the bid opening shall not be binding. QUALIFICATION OF BIDDERS _ All Bidders must be qualified in accordance with Pasco Municipal Code Chapter 14.10 `Qualification for Public Works Construction'. The City reserves the right to reject any bid of such bidder who is not eligible to perform services as governed by PMC 14.10. ._ SUBMISSION OF BID PROPOSAL The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the -- Contractor) to submit bids on the Proposal Forms (Sec. 1-02.5) (bid package) to be provided to those Bidders qualified in accordance with PMC 14.10 (Sec. 1-02.1). Bids will be received at the Office of the City Clerk. The envelopes containing the bids must be sealed, addressed to the Mayor and the City Council at 525 N. Third Avenue Pasco, WA 99301 and shall clearly indicate the company name and project for which they are intended. The proposal forms to be completed for the bid package include the following: • Proposal (Sec. 1-02.6) • Bid Bond ._ • Non -Collusion Declaration (Sec. 1-02.8(1)) Chapel Hill Extension LID Page 13 • Subcontract Disclosure (Sec. 1-02.6) Acknowledgement of any Addenda (Sec. 1-02.6). All blank spaces for bid prices shall be completed either in ink or be type written and shall — contain the appropriate amounts in figures (Sec. 1-02.6). Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof (Sec. 1-02.10). Any bid received after the time and date specked shall not be considered (Sec. 1-02.9). No bidder may withdraw a bid within 60 days after the actual date of the opening thereof (Sec. 1-03.2). — SCHEDULE OF EVENTS Once the lowest responsible bidder has been determined the City will require approximately — 60 calendar days to move through the LID process. At the end of this process, the City Council may authorize award of the Contract. The City will mail or otherwise transmit to the Contractor the necessary Contract Documents for execution. The Contractor will have a maximum of ten (10) calendar days from the date of award in which to complete and return the Contract Documents along with the Performance Bond and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have been returned, a Pre -Construction Conference will be held and the Notice to. Proceed will be issued (Sec. 1-08.4). AWARD OF CONTRACT The award of the contract is contingent upon approval by the Pasco City Council. It is the intent of the City to award a contract to the lowest responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents and does not exceed the funds available. The City reserves the right to (Sec 1-03.1): • Waive any informality in bids received when. such waiver is in the best interest of the City. • Accept Alternates in any order or combination, unless otherwise specifically �- provided in the bidding documents, and to determine the low bidder on the basis of the sum of the Base Bid and the Alternates accepted. • Reject any and all bids. • Republish the invitation for bids. PREVAILING WAGE REQUIREMENTS Because this is a Public Works contract, the Contractor and all sub -contractors must follow the State's Prevailing Wage requirements, specific to Franklin County. The Contractor must file the Intent and Affidavit forms, approved by the Department of Labor and Industries. Intent forms must be filed prior to the start of work. Affidavits are filed after completion of the work. The City may not make any payments where the Contractor and all sub -contractors have not filed the approved Intent form; will not release retainage until the Contractor and all sub- contractors have received State approval of the filed Affidavit forms. RECIPROCAL BID PREFERENCE — In accordance with RCW 39.04.380, for a public works bid received from a nonresident contractor from a state that provides an in-state percentage bidding preference, a Chapel Hill Extension LID Page 14 Comparable Percentage Disadvantage (CPD) will be applied to the bid of that nonresident contractor. The CPD is the percent advantage provided by the nonresident contractor's home state. For the purpose of determining the successful Bidder, Owner will multiply the nonresident contractor bid amount by the CPD. The "bid amount" shall be the total of the Base Bid and all accepted Alternate, Additive, and Deductive bid items. The CPD shall be added to the nonresident contractor bid amount to establish the Nonresident Disadvantage Total. The Nonresident Disadvantage Total shall be compared to the Washington State contractor bid amounts, and other nonresident contractors whose states do not provide in- state percentage bidding preferences. The Bidderwith the lowest total shall be the successful Bidder. See example below: Alaska Nonresident Contractor Bid Amount $100,000 Multiplied by the Alaska CPD x 0.05 Alaska CPD Total $ 5,000 Alaska Nonresident Contractor Bid Amount $100,000 Alaska CPD Total + $5,000 Nonresident Disadvantage Total $105,000 When Nonresident Disadvantage Total is Low. If the Nonresident Disadvantage Total is lower than all other Washington contractor bid amounts, and other nonresident contractors whose states do not provide in-state percentage bidding preferences, the Alaska nonresident contractor is the low bidder and will be awarded a contract for the bid amount of $100,000, provided that they are determined to be a responsible bidder with a responsive bid. When Nonresident Disadvantage Total is High: If the Nonresident Disadvantage Total is higher than a Washington contractor bid amount, or other nonresident contractors whose states do not provide in-state percentage bidding preferences, the lowest bidder will be awarded a contract for the bid amount, provided that they are determined to be a responsible bidder with a responsive bid. Definition of Nonresident Contractors: A nonresident contract or from a state that provides a percentage bid preference means a contractor that. a) Is from a state that provides a percentage bid preference to its resident contractors r" bidding on public works contracts. b) At the time of bidding on a public works project, does not have a physical office located in Washington. The state of residence for a nonresident contractor is the state in which the contractor was incorporated or, if not a corporation, the state where the contractor's business entity was formed. BID SCHEDULES The proposal contains two bid schedules. The determination of the low bid is based on the sum of the total of Schedules A and B. Chapel Hill Extension LID page 15 PROPOSAL FORM (ISSUED WITH ADDENDUM 2) Chapel Hill Extension LID CP5ST3A-16-03 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, WA 99301 Council members, The undersigned declares that he has carefully examined the site located at the extension of Chapel Hill Boulevard from Road 84 to Road 68 as shown on the Construction Plans. And has carefully examined specifications, plans, laws, and ordinances covering the grading of ground, application of temporary erosion control measures, placement, installation, and construction of aggregate, pavement, curb, water, sewer, storm drainage, street lighting, sidewalks, paved trails, signage, striping, traffic signal modification, landscaping and irrigation as identified within the Contract Documents to construct approximately 6,300 LF of roadway, including two rounda-bouts. In accordance with the terms, provisions, and requirements of the foregoing, the following prices are tendered as an offer to fumish the equipment, materials, appurtenances and guarantees, where required, and to perform the work in place and in good working order. Unit prices for all items, all extensions, and total amount of bid must be shown. ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID. SP = Special Provisions; COPA = City of Pasco Amendments to the Std Specs; WDA = WSDOT Amendments �- ik WSDOT Spec for w Std Measurenrertt Unit t= Item No. Item (WSDOT/COP) Qty Units Price TOTAL $ _ 1 0001 2436 7928 6471 6403 6466 SCHEDULE A MOBILIZATION SPCC PLAN TRENCH SAFETY SYSTEMS MINOR CHANGE PROJECT SURVEYING Record Drawings Temporary Erosion and Sediment Control INLET PROTECTION ESC LEAD STABILIZED CONSTRUCTION ENTRANCE San' Sewer 1 Oz./ SP 7-08.4 104.4(i) COPA 1-05.4 SP 1-11.4 WDA 8-01.4(2) SP 8-01.4 WDA 8-01.4(2) 1 1 LS. L.S. 9M 2 3 12,467 LF- ©, OL 4 a- GALG A- _ � O Did 4 5 1 1 S. Sb lft 6 LS_ 7 8 3 EACH 9 1 L.S. doD. 10 225 S.Y. 11 12 3935 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17.4 632 LF. 32 2S- Z� 13 4360 MANHOLE 48 IN. DIAM_ TYPE 1 7-05.4 1 9 Zo +64-s 14 4368 MANHOLE ADDITIONAL HEIGHT 48 IN_ DIAM. TYPE 1 7-05.4 2 JEACH LF. 15 Connect to Existing Sewer SP 7-17.4 1 EACH S � S�/, 1K 16 3080 3152 ADJUST MAHOLE TESTING SEWER PIPE 7-05.4 1 EACH c8 d 17 18 7-17.4 SP 7-17.4 632 632 LF. LF_ 3866 3867 3869 TV INSPECTION OF SEWER PIPE 6 -Inch PVC Spare Conduit Water - Potable DUCTILE IRON PIPE FOR WATER MAIN 6 IN. DIAM. DUCTILE IRON PIPE FOR WATER MAIN 8 IN. DIAM_ DUCTILE IRON PIPE FOR WATER MAIN 12 IN. DIAM. 19 SP 7-11.4 556 LF. tJ 67 20 7-09.4 397 LF. 21 7-09.4 499 LF. L6 u 7�T l �3Z 22 7-09.4 269 LF. (,1 23 3871 DUCTILE IRON PIPE FOR WATER MAIN 16 IN. DIAM. 7-09.4 6,233 LF. �%3` [ 1 24 PVC C900-16, SDR18 PIPE FOR WATER MAIN 16 IN. DIAM. 7-09.4 120 LF.�Q �,6 2-G 25 3822 BUTTERFLY VALVE 16 IN. 7-12.4 5 gyO. G7 's />7 �tFj� 3'57- 26 26 BUTTERFLY VALVE 121N. 7-12.4 4 �C�H/l $ �r S Chaps! Hin Blvd. Extension UD Bid form 1 15 4k WSDOT Std Item No. Rem 27 16 -Inch x 6 -Inch Tee, with thrust block 28 16 -Inch x 8 -Inch Tee, with thrust block 29 16 -Inch x 12 -Inch Tee, with thrust block 30 16 -Inch x 8 -Inch Cross, with thrust block 31 16 -Inch x 12 -Inch Cross, with thrust block 32 16 -Inch Flange Coupling Adpater 33 12 -Inch x 8 -Inch Reducer 34 6160 GATE VALVE 8 IN. 35 Blowoff Assembly w/2 -inch GV 36 Blowoff Assembly w/8 -inch GV 37 3846 Fre Hydrant Assembly, with thrust block 38 Connect To Bdsting Waterline 39 Combination Air Release / Air Vacuum Valve Assembly 2 -inch 40 6243 ADJUST EXISTING VALVE BOX 41 Water - Irrieation 1 FACHro /O 40 42 3933 PVC PIPE FOR WATER MAIN 4 IN. DIAM. 43 3935 PVC PIPE FOR WATER MAIN 8 IN_ DIAM. 44 3769 PVC PIPE FOR WATER MAIN 12 IN. DIAM_ 45 15 -Inch x 12' Reducer 46 12 -Inch Tee, with thrust block 47 3820 BUTTERFLY VALVE 121N_ 48 12 -Inch 90' Bend, with thrust block 49 12 -Inch 45' Bend, with thrust block 52 53 54 55 59 60 12 -Inch 22-1/2' Bend, with thrust block 12 -Inch 11-1/4' Bend, with thrust block 12 -Inch Cap, with thrust block 12 -Inch Flange Coupling Adapter 12 -Inch x 8 -Inch Reducer 12 -Inch x 8 -Inch Cross, with thrust block 12 -Inch x 8 -Inch Tee, with thrust block -12-Inch x 4 -Inch Tee, with thrust block 8 -Inch Tee, with thrust block Gate Value, 8 IN. ss„ Spec for Measurement (WSDOT/COP SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 7-12.4 SP 7-09.4 SP 7-09.4 SP 7-09.4 SP 7-12.4 SP 7-12.4 7-09.4 7-09.4 SP 7-10.4 SP 7-10.4 7-12.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 7-12.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 7-12.4 SP 7-10.4 SP 7-09.4 61 8 -Inch Flange Coupling Adapter ` 62 8 -inch x 4' Tee, with thrust block 3,406 L.F. 1 EACH 63 8 -Inch x V Reducer 15 EACH 64 Gabe Valve, 4 IN. 65 4 -Inch 90' Bend, with thrust block 66 Blowoff Assembly w/2 -inch GV Chapel Hill Blvd. Extension UD Bid form ss„ Spec for Measurement (WSDOT/COP SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 7-12.4 SP 7-09.4 SP 7-09.4 SP 7-09.4 SP 7-12.4 SP 7-12.4 7-09.4 7-09.4 SP 7-10.4 SP 7-10.4 7-12.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 7-12.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 7-12.4 SP 7-10.4 SP 7-09.4 358 358 LF. Unit s� oX Qty Units Price TOTAL $ 3,406 L.F. 1 EACH j, 25v76Z5;z>•'� 15 EACH I 2sz 57- 331.3 00 S32S 4 EACH 1 EACH 4` S2 ' 2 EACH 2 EACH' 6 EACH 5%a S 1 'Z^► ZO 2 1 FACHro /O 40 4 EACH i/ Q4Zr �8 8 EACH IF�c bZ i6 3 EACH a j6 'fi 9 )f�J 76 15 EA 3 EACH �O$■ ('%Z r 4o 3 EACH $32 "� 1, Z1_5 ,t 2 EACH ' 34� !.K 25�' l 2,�AB���•jjjr 6 EACH -3 ZJ7 358 358 LF. 1+ s� oX 942 LF. � 47- Z� ��� •g 3,406 L.F. 1 EACH j, 25v76Z5;z>•'� 1 EACH ' 63 63 4� 4 FACH �3 4` S2 1 EACH u qqp� (�/O! z 6 EACH 1 EACH I 1 FACHro /O 40 f 7T r - 1 EACHL 1 EACH Z✓ Z} �z/ 7-* 1 EACH 2 EACH 3 EACH 4 EACH 1, Z1_5 ,t +f OZ 4- EACH N A- I 1 EACH ZJ7 r7 3 EACH 44, ? I 1 EACH 4 zg ' 1 EACH �e� Ct Jljf 7� 1 EACH 5 EACH 1 EACH �� �. S 7 3 EACH 1/" 3 C .. s .� 47, 215 4b WSDOT 7 Std Item No. Item Spec for Measurement Unit (WSD(YT/COP) Otv Units Price TOTAL 4 67 Blowoff Assembly w/4 -inch GV SP 7-09.4 1 EACH 68 Blowoff Assembly w/8 -inch GV SP 7-09.4 5 EACH �3 I. - zc¢ /3T 69 _.._ Connect to Existing Irrigation Line SP 7-09.4 2 EACH 91 it 47� 70 Combination Air Release / Air Vacuum Valve Assembly 2 -inch SP 7-12.4 2 EACH 1 15,650 13,700 6,535 L.S. C.Y. C.Y. TON p, 6? Landscaping and in' ation 8-01.4 3.70 Acre 4 71 Preparation of the finshed grades for lawn planting strips 72 Seeding and fertilizing of lawn planting strips 73 Mulching of the lawn planting strips 74 Tackifier of the lawn planting strips 75 Mowing of the lawn planting strips 76 Rock Mulch (37,259 sf x 4' = 455CY) 8-01.4 3.70 Acre 043 -' �O 7 SSy; 8-01.4 3.70 Acre I e� I rOsQ? 22?0 1 Lfa � atlj S 8-01.4 3.70 Acre 1593, Zo 30S 6g 8-01.4 1.00 L.S. 9 6700 CEMENT CONC. TRAFFIC CURB AND GUTTER SP 8-02.4 660 TON 3V 77 Bark Mulch SP 8-02.4 75 C.Y. 78 Root Barrier Weed Barrier SP 8-02.4 3,220 L.F. ?-7 79 SP 8-02.4 4,139 S.Y. S 80 PSIPE 2 -gallon container SP 8-02.4 1,138 EA �q Z. Z93. 4A 81 82 PSIPE 3 -gallon container PSIPE 5 -gallon container SP 8-02,4 808 SP 8-02.4 224 EA EA -7- Z % 1� 83 PSIPE Deciduous 2' caliper deciduous tree SP 8-02.4 161 EA 301, 84 PSIPE Conifer 6-7 tree SP 8-02.4 27 EA $ .�jp ! �f34S, 85 Fertilizer SP 8-02.4 125 LB �� 245- 86 Compost for Plant Pit Mix SP 8-02.4 30 C.Y. r - 87 Peat Moss for Plant Pit MixAD SP 8-02.4 30 C_Y. 1 88 Irrigation system SP 8-03.4 1 LS. 21q / 40S '408 89 8 -Inch Irrigation Sleeve SP 7-11.4 337 LF. Z i �. if , 90 2' PVC Conduit (for irr. control wires) SP 7-11.4 337 L.F_ 91 sP 6 2e 4 2 EACH N 9/A SUB -TOTAL TAX @ 8.6% 13� l3, SCHEDULE A SUB -TOTAL J 3 Chapel Hill Blvd. E#ensim UD Bid form 315 SCHEDULE B - STREET 1 0035 CLEARING AND GRUBBING2-01.4 1 S. LS. 47� 0050 REMOVAL OF STRUCTURES AND OBSTRUCTIONS, INC. HAUL AND 2-01.4 2-03.4 2-03.4 4-04.4 1 15,650 13,700 6,535 L.S. C.Y. C.Y. TON p, 6? a qb 3 0310 ROADWAY EXCAVATION INCL HAUL 4 0470 EMBANKMENT COMPACTION 5 _ 5120 CRUSHED SURFACING TOP COURSE 6 5100 CRUSHED SURFACING BASE COURSE 4-04.4 5-04.4 16,110 6,095 TON TON I e� I rOsQ? 22?0 1 Lfa � atlj S 7 5767 HMA CL 1/2' PG 64S-28 5766 HMA CL 3/8' PG 64S-28 8 5-04.4 8-04.le 4 864 TON 13,630 LF. Ito � I . 9 6700 CEMENT CONC. TRAFFIC CURB AND GUTTER Chapel Hill Blvd. E#ensim UD Bid form 315 4k W F WSDOT Item No. Rem_ - Spec for Measmement (WSDOT/COP) Oty Units Unit Price TOTAL $ 10 6709 ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER 8.04.4 516 LF. 11 12 13 6707 6698 CEMENT CONCRETE TRAFFIC CURB (CENTER ISLAND) CEMENT CONC. PEDESTRIAN CURB ROUNDABOUT SPLITTER ISLAND NOSING CURB 8-04.4 8-04.4 8-04.4 332 1 LF. 245 LF. b 7 6,304 388 631 EACH S.Y.4- S.Y. S.Y. ? 6� 3� ' lr7Ji r �.. r .^I �i .I 3 9757! °= 14 7055 CEMENT CONCRETE SIDEWALK 8-14.4 15 CEMENT CONCRETE PATTERNED SP 6-02.4 16 ` 17 18 19 20 7054 7058 7058 CEMENT CONCRETE PATTERNED TRUCK APRON 1 BIKE RAMP DETECTABLE WARNING SURFACE CEMENT CONCRERTE CURB RAMP TYPE PARALLEL CEMENT CONCRERTE CURB RAMP TYPE PERPENDICULAR SP 6-02.4 SP 8-14.4 8-14.4 8-14.4 8-14.4 3 EACH 295 S.F. Zg_ 9 EACH , 0 3 f5Z -3! 22 EACH 21 22 23 7058 169D4 CEMENT CONCRERTE CURB RAMP TYPE COMBINATION MONUMENT CASE, COVER, AND PIPE ILLUMINATION SYSTEM 8-14.4 COPA 8-13.4 8-20.4 2 EA ' 13 EACH f 1 L.S.CA 2 d' 24 25 26 27 28 29 30 31 32 ` 33 34 35 36 37 ` 38 39 40 3100 3091 6890 0187 6807 6828 6859 6833 6857 6822 6847 9238 Storm Drainage ADJUST CATCH BASIN CATCH BASIN TYPE 1 SOLID WALL PVC STORM SEWER PIPE 8 IN. DIAM. INFILTRATION TRENCH Si ni , QWIng, and Temporary Traffic Control PERMANENT SIGNING REMOVE PAINT LINE PLASTIC LINE 4 In. PLASTIC WIDE LANE LINE 8 In. PLASTIC STOP LINE - PLASTIC TRAFFIC ARROW PLASTIC CROSSWALK LINE I PLASTIC CROSSHATCH MARKING PLASTIC WIDE DOTTED ENTRY LINE PLASTIC YIELD LINE SYMBOL TRAFFIC CONTROL SUPERVISOR Pedestrian Traffic Control Flaggers 7-05.4 7-05.4 7-04.4 SP 7-06.4 8-21.5 8-22.4 8-22.4 8-22.4 822.4 8-22.4 8-22.4 8-22.4 8-22.4 8-22.4 SP 1-10.5(2) SP 1-10.5(2) SP 1-10.5(2) 1 31 EACH EACH �7 49 310 LF. 33,G 1,040 LF. 1 LS.- a� Z. " ZS N �= 3 S� fsf - A ! d6p if 4° 830 L.F.110 7i 24,255 LF_.,� 1,063 LF. / ds 84 LF_ 22 EACH Glri 2,032 S.F_ f 1,806 LF. � 172 LF. 25 EACH 1 L.S. __ 1 L.S. 6 ¢rt' �� .Cz t p-mt S 00 100 40 160 100 HR HR SOFT HR 41 Other Traffic Control Labor SP 1-10.5(2) r �' 4i 42 Construction Signs - Class A SP 1-10.5(2) 43 Sequential Arrow Sign 44 Portable Changeable Message Sign 45 Transportable Attenuator 46 Operation of Transportable Attenuator 47 RepaiF of Transportable A#eRuateF Chapel Hill Blvd. 6demian LID Bid form SP 1-10.5(2) SP 1-10.5(2) SP 1-10.5(2) SP 1-10.5(2) 4g-0(2} N k6y). m 100 HR cep 2 EA. ZWS2 Q; 40 HR C�a *2 a Fly 01A- C(, P 415 * Lu F WSDOT Std Item No. Item Spec for Measurement (WSDOT/COP) Qty Units Unit Price TOTAL $ 48 Other Temporary Traffic Control SP 1-10.5(2) 1 L.S. /V107 �, ✓ Qi 16, 49 Portable Temporary Traffic Contol Signal SP 1-10.5(2) 1 L.S. Z56�a° 38 Signal Modifications Complete, Road 68 SP 8-20.4 1 LS. 5� ko �r A;� SCHEDULE B SUB -TOTAL ;Y 03 ( — — TOTAL BASE BID (SCHEDULE A + B)�?¢q� BID ADDITIVE 1 BID ADDITIVE 1 BID ADDITIVE 1 I I BID ADDITIVE 2 SP 8-20.4 1 1 I LS. TAX @ 8.6% TOTAL BID ADDITIVE 1 ACV: ,f TOTAL BID AMOUNT (BASE BID + ADDITIVE 1)l, �) Z q3 ✓`, SP 8-20.4 1 1 ILS_ I f� 931, 421 TAX @ 8.6% TOTAL BID ADDITIVE 2 The Proposal Form, Bid Bond, Non -collusion Declaration, Subcontract Disclosure and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. The undersigned hereby agrees that the City Engineer for the City of Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications. The undersigned agrees that if awarded the contract, he will commence work on the date indicated on the written Notice to proceed and that all work should be completed within 130 working days. The undersigned further agrees to pay as liquidated damages for each consecutive working day thereafter as provided in the current Standard Specification for Road, Bridge, and Municipal Construction Section 1-08.9. The undersigned Bidder hereby certfies that, within the three-year period immediately preceding the bid solicitation date for this Project, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify (or declare) under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Accompanying this Proposal is a certified check, cashier's check, bid bond, cash or money order payable to the City of Pasco being an amount Receipt is hereby acknowledged of addendum(s) No.(s) / 2- & Tftk�� 4fo 6--fsA DATED AT j _TRIS AY OF � /icer ,2019. SIGNED: �TITLE: '/J PRINTED NAME: eL V a N Geo NAME OF COMPANY: �iG Mn L�ti fel./G• ADDRESS: 3a6 -- ;Q St of ". (";' fnh gy 30 TELEPHONE: 1%O S�'r Q/� CONTRACTOR'S LICENSE #: f'9F-A1T ELr+4-0957 Chapel Hill BW. Extension UD Bid form 5 1 5 SUBCONTRACT DISCLOSURE All Subcontractors must be qualified in accordance with Pasco Municipal Code 14.10, at the time of bid submittal. Bidder acknowledges that work performed by a non-qualified subcontractor will not be accepted by the City of Pasco. We, the undersigned, intend to employ the following subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. Further, we acknowledge that qualification of subcontractors must be in place no later than when subcontractors are required to perform any work on the project. We intend to employ the firm(s) of: NAME ADDRESS UBI# — 1) .� B 4S-, 3) 5) G , J0�a 1,(4 6) 1- . 7) and represent and warrant that the work will be performed by said subcontractors in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the work to be performed by them constitutes approximately percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: — Company Name: Contractor's signature: Address: 306 E A — — Telephone: S- n ) s46 —0 144 - Email: rctit 4anA Chapel Hill Extension UD Page 111 KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, Premier Excavation Inc as Principal, and Westfield Insurance Company -` as Surety, are hereby held and firmly bound unto the City of Pasco as OWNER in the penal sum of 5% of attached bihor the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this 5th day of February , 2019. _. The conditions of the above obligation are such that whereas the Principal has submitted to the City of Pasco a certain BID, attached hereto and hereby made a part hereof to enter into a contract in writing, for the 160301 CPS -ST -3A-16-03 Chapel Hill Blvd PHI NOW THEREFORE, (a) If said BID shall be rejected, or (b) If said BID shall be accepted and the principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said BID) and shall furnish a BOND for his faithful performance of said contract, and for the payment of all. persons performing work or furnishing materials in connections therewith, and shall in all other respects perform the agreement created by the acceptance of said BID. Then, this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extensions of the time within which the OWNER may accept such BID; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. ... Westfield Insurance Company_ Principal Premier cavation Inc Surety f By: _i 1 i r U i�� r.�A YU/f Z� IMPORTANT: Surety companies executing BONDS must appeafon the f reasury Department's most current list (Circular 570 as amended) and be authorized tj transact business -irf. the- Stats of Washington. Chapel Hill Extension LID Page 112 _ POWER NO. 4670042 03 Westfield Insurance Co. General Power of Attorney Westfield National Insurance Co. Olio Fanners °Insurance Co. CERTIFIED COPY Westfield Center, Ohio Know All Men by These Presenis, That WESTFIELD INSURANCE -COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY, and OHIO FARMERS INSURANCE COMPANY, .corporations; hereinafter referred. to individually as a "Company" and collectively as "Conpaniesl" duly organized and cxis[ing_ under the laws of the State of Ohio, and having their principal otirees-in . Westfield Center,_ Medina County, Ohio, do by these presents make, constitute and appoint MICHAEL R. BUTTON, .PAMEi.A R. uki ACHER, CHERYL MOORS; MICHAEL R. MCWHORTER, JOHN R, MOSTOLLER, JOINTLY OR SEVERALLY - of RICHLAND and State of WA their -true and lawful Attorneys) --Fact, with full power andauthority hereby conferred in their names; place and stead, to execute, aclaoowlWV and -deliver any andall bonds, recogaizanaes, undertakings,. or other instruments or con"eft of suretyship— - = LIMITATION: THIS POWER OF ATTORNEY :CANNOT BE .USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OP. BANK DEPOSITORY` BONDS, and to Hind any of the Companies :dret+eby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by its Secretary; hereby ratifying and confirming all that the said Anome-y(s)-iii Fact may do in the.premises. Said appointment is made under.and l y authority of the.following resolution adopted by theBoar..of Directors of each of the. WESTFIELD IN COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY; andOH10 FARMERS INSURANCE COMPANY.. "BE 1TRESOLVED, that the President, any Senior Eatecutim any Secretary or any Fidelity & Sung Operations Executive or other Executive slhail.be and is hereby vested with full powerandauthority to appoint any one or more suitable persons as Attorney(s)-in-Fact to _represent and act for and on behalf of the Company subject tothe fbilo ring provisions: The Attorney. -in -Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute,_ acknowledge and deliver, anyand°all bonds, recognizances, contracts, agreements of indehmhity and other conditional or obligatory undertakings and arty.and all notices and documents cancelling or terminating the Company's liability thereunder,. and any such instruments so executed by such Aaomev,- Fact shall be as binding upon Me Company as if signed by the President and sealed and attested by the :CorpoweSecretary." -BEIT FURTHER RESOLVED .that the signature of any suchgrhated person and the seal of the Company heretofore or hereafter alined to any power of attorneyor any certificaterelating thereto by facsirm'le, and any power of attorney or certificate beanig facsimile signatures .or facsimile seal shall be valid. and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted via meeting held on Febnhary 8, 2000.) In Witness Whereof, WESTFIF. "INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY, and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior: Executive and their corporate seals to be hereto affixed this 14th day of October, A.D., 2015. _wy+..., WESTFIELD INSURANCE COMPANY corporate � w +hsG Fre ��* WESTFIELD NATIONAL: INSURANCE COMPANY Seals -o+" : ?:Qr tifif OHIO FARMERS INSURANCE COMPANY Affixed = c SEAL ° ` -": SEAL •'s:.. Aqi a BY. Dennis P. Baus, National Surety Leader and Senior Executive State of Ohio _., County of Medina ss:: On this 14th day of October, A.D., 2015, Before me personally came Dennis P. Baas, to me known, who, being by me duly, sworn. did depose and say, that he resides in Wooster, Ohio; that he is National Surety leader and. Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY, and OHIO FARMERS INSURANCE COMPANY, the companies desenbed in and which executed the above instrument; that he knows the seals of said Companies; that the seals affixed to saidinstrumentam such corporate seals; that they were so affixed by order of the Board of Directors of said Companies; and that he signed his name thereto by like order. Notarial �. .Seal Affixed David A. Kotnik, Attorney at law, Notary Public My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) •T,F 00 State of Ohio County of Medina ss_: CERTIFICATE I, Frank Carrion, Secretary of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY, and OHIO FARMERS INSURANCE COMPANY, do hereby certify that theaboveand foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full farce and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect. In Wetness Whereof. I have hereunto sex my hand and affixed the seal of said Company at Westfield Center, Ohio- this5th day of, A-Df:ebruary 2019 • y ,q........,.. ` �a"p.iNsu "w1 �a homt By:1tAsug Ar 3e EA!SL o � _'� 4'##g7Eft�o' Frank C'.arrino, Seeretary eo= �+�� .F i - SEAL m, BPOAC (o: NON -COLLUSION DECLARATION — I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: -- 1. That the undersigned person(s), firm association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this Declaration. Chapel Hill Extension LID Page 113 PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737 Mho .� P.O. Box 293 (525 North 3d Avenue) Pasco, Washington 99301 / www.pasco-wa.gov ADDENDUM NO. 1 Chapel Hill Extension LID PROJECT NO. 16030 Contract No. CP5-ST-3A-16-03 January 29, 2019 Addendum No. 1 Acknowledgement Page — This addendum includes: 2 - 8'/ x 11" Acknowledgement Pages 1 — 8 % x 11" Questions & Answers 2 — 8 % x 11" Changes to Special Provisions 26 —11 "x17" Plan Sheets 31 Total Sheets NOTICE is hereby given that this acknowledgement pa - e must be signed and enclosed with the sealed bid for the Chapel Hill Extension LID No. 16030, CP5-ST-3A- 16-03 as evidence that the bidder has familiarized themselves with all information incorporated herein. Do NOT include the entire contents of this Addendum in your bid submission. — Only this signed acknowledgement page is required. Company Name -]Z11 fe � a� Name (Please Print) Signature Chapel Hill Extension LID Project No. 16030, CP5-ST-3A-16-03 rete-, - Title Addendum No,1 Page 1 Min 11 PUBLIC WORK DEPARTMENT (509) 543-5736 / FAX (509) 543-5737 P.O. Bax 293 (525 North P Avenue) Pasco, Washington 9930 / www.pasco-wa.gov ADDENDUM NO.2 _ Chapel Hill Extension LID PROJECT NO. 16030 Contract No. CP5-ST-3A-16-03 January 31, 2019 Addendum No. 2 Acknowledgement Page This addendum includes: 2 - 8 % x 11" Acknowledgement Pages 1 - 8 % x 11" Changes to Contract Documents 1 - 8 % x 11" Changes to Table of Contents 9 - 8 % x 11" Changes to Appendix C 4 -11" x 17" Create Appendix E - Traffic Control Plans 5 - 8 % x 11" Bid Proposal Form 8 - 8 % x 11" Changes to Special Provisions 49 - 22" x 34" Plan Sheets 79 Total Sheets NOTICE is hereby given that this acknowledgement page must be signed and enclosed with the sealed bid for the Chapel Hill Extension LID No. 16030, CP5-ST-3A- _, 16-03 as evidence that the bidder has familiarized themselves with all information incorporated herein. _ Do NOT include the entire contents of this Addendum in your bid submission. Only this signed acknowledgement page is required. fore .w;ew- Company Name �d Y'( lJ e avr 1 Name (Please Print) Title �. _ Signature Chapel Hill Extension LID Project No. 16030, CP5-ST-3A-16-03 Addendum No. 2 Page 1 PROPOSALFORM Chapel Hill Extension LID HONORABLE MAYOR AND CITY COUNCIL CPS-ST3A-16-03 City Hall Pasco, WA 99301 Council members, The undersigned declares that he has carefully examined the site located at the extension of Chapel Hill Boulevard from Road 84 to Road 68 as shown on the Construction Plans. And has carefully examined specifications, plans, laws, and ordinances covering the grading of ground, application of temporary erosion control measures, placement, installation, and construction of aggregate, pavement; curb, water sewer, storm drainage, street lighting, sidewalks, paved trails, signage, striping, traffic signal modification, landscaping and irrigation as identified within the Contract Documents to construct approximately 6,300 LF of roadway, including two rounds bouts. In accordance with the terms, provisions, and requirements of the foregoing, the following prices are tendered as an offer to furnish the equipment, materials, appurtenances and guarantees, where required, and to perform the work in place and in good working order. Unit prices for all items, all extensions, and total amount of bid must be shown. ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID SP = Special Provisions; COPA = City of Pasco Amendments to the Std Specs; WDA = WSDOT Amendments 41: WSDOT Spec for Sid Kusurement Unit Item No. Item (WSDOT/COP) Qty Units Price TOTAL; SCHEDULE A 1 0001 MOBILIZATION 1-09.7 1 L.S. 2 2436 SPCC PLAN i L.S. 3 TRENCH SAFETY SYSTEMS — SP 7-08.4 12,655 LF. 4 7728 MINOR CHANGE ($0) 1-04.4(1) 1 CALC 5 TRAFFIC CONTROL SUPERVISOR SP 1-10.5(2) 1 L.S. 6 Pedestrian Traffic Control SP 1-10.5(2) 1 L.S. w 7 Flaggers SP 1-10.5(2) 100 HR 9 -- Other Traffic Control Labor SP 1-10.5(2) 40 HR 9 Construction Signs - Class A SP 1-10.5(2) 160 SQFT 10 Sequential Arrow Sign SP 1-10.5(2) 100 HR * 11 Portable Changeable Message Sign SP 1-10.5(2) 100 HR 12 Transportable Attenuator SP 1-10.5(2) 2 EA. 13 Operation of Transportable Attenuator SP 1-10.5(2) 40 HR 14 Repair of Transportable Attenuator SP 1-10.5(2) 1 FA 15 Other Temporary Traffic Control SP 1-10.5(2) 1 L.S. 16 Portable Temporary Traffic Contol Signal SP 1-10.5(2) 1 L.S. 17 PROJECT SURVEYING COPA 1.05.4 1 L.S. 18 Record Drawings SPI -11A 1 L.S. F -Temporary Erosion and Sediment Control 19 6471 INLET PROTECTION WDA 8-01.4(2) 3 EACH 20 6403 ESC LEAD SP 8-01.4 1 L.S. 21 6468 STABILIZED CONSTRUCTION ENTRANCE WDA 8-01.4(2) 225 S.Y. th Sangwy Sewer 22 3935 PVC SANITARY SEWER PIPE 8 IN. DIAM. 7-17.4 632 LF. Chapel Hill Blvd. Extension LID Bid fern VIP 115 a ib WSDOT Std Item No. Item Spee ?or JNt Messurement fWSDOTICOPI O1ty Itnlfs Prika TATet H23 4360 MANHOLE 481N. DIAM. TYPE 1 7-05.4 1 EACH 24 4369 MANHOLE ADDITIONAL HEIGHT 48 IN. DIAM. TYPE 1 7-05.4 2 LF. LF. 25 Connect to Existing Sewer SP 7-17.4 1 EACH LF, 26 3080 ADJUST MAHOLE 7-05.4 7 EACH LF. 27 3159 TFRTMA SFWFR PIPE 7_4-s w - 36 LF. Chapel tot tom. Extension UD Bid tam 2�S 28 TV INSPECTION OF SEWER PIPE Water - Potable SP 7-17.4 632 LF. 29 3866 DUCTILE IRON PIPE FOR WATER MAIM 61N. DIAM. 7-09.4 397 LF, 30 3867 DUCTILE IRON PIPE FOR WATER MAIN 81N. DIAM. 7-09.4 697 LF. 31 3869 DUCTILE IRON PIPE FOR WATER MAIN 121N. DIAM. 7-M.4 36 LF. 32 r33 3671 DUCTILE IRON PIPE FOR WATER MAIN 161N. DIAM. PVC C900-16, SDR18 PIPE FOR WATER MAIN 161N. DIAM. 7-09.4 7-09.4 6,233 120 LF. LF. 34 3822 BUTTERFLY VALVE 16 IN. 7-12.4 5 EACH 35 36 37 38 F BUTTERFLY VALVE 121N. 16 -Inch x 6 -Inch Tee, with thrust block 16 -Inch x 8 -Inch Tee, with thrust block 16 -Inch x 8 -Inch Cross, with thrust block 7-12.4 SP 7-10.4 SP 7-10.4 SP 7-10.4 1 15 4 4 EACH EACH EACH EACH 39 6160 GATE VALVE 81N. 7-12.4 5 EACH 40 Blowoff Assembly w/2 -inch GV SP 7-09.4 7 EACH 41 42 3846 Blowoff Assembly w/8 -inch GV Fre Hydrant Assembly, with thrust blocky SP 7-09.4 17--14.4 4 15 EACH EACH 43 44 Connect To Existing Wa%dine Combination Air Release / Air Vacuum Valve Assembly 24nch SP 7-09.4 SP 7-12.4 3 2 EACH EACH 45 6243 ADJUST EXISTING VALVE BOX SP 7-12.4 6 EACH Water - Irrigation 46 3933 PVC PIPE FOR WATER MAIN 41N. DIAM. 7-09.4 421 LF. 47 48 3935 3769 PVC PIPE FOR WATER MAIN 8 IN. DIAM. PVC PIPE FOR WATER MAIN 121N. DIAM. 7-09.4 7-09.4 921 3,354 LF. LF. 49 50 15 -Inch x 12' Reducer 12 -Inch Tee, with thrust bkldk SP 7-10.4 SP 7-10.4 1 1 EACH EACH 51 3820 BUTTERFLY VALVE 12 IN. 7-12.4 4 EACH 52 12 -Inch 90° Bend, with thrust block SP 7-10.4 1 EACH 53 12 -Inch 45' Bend, with thrust block SP 7-10.4 6 EACH 54 12 -Inch 22-1/2° Bend, with thrust block SP 7-10.4 1 EACH 55 124nch 11-1/4" Bend, with thrust block SP 7-10.4 1 EACH Chapel tot tom. Extension UD Bid tam 2�S e VVSIDOT Stdspm ; or fiNiasuretnent Item No. Rem ....�....�,....... .r -_ 5F 1 EACH 67 Gate Valve, 4 IN. 7-12.4 56 EACH 12 -Inch Cap, with thrust block SP 7-10.4 1 EACH EACH 69 57 SP 7-09A 12 -Inch Flange Coupling Adapter SP 7-10.4 1 EACH SP 7-09.4 2 58 - 71 12 -Inch x 8 -Inch Reducer x 8 -Inch Cross, with thrust block x 8 -Inch Tee, with thrust block SP 7-10.4 1 EACH 72 Connect to Existing Irrigation Line SP 7-09.4 SP 7-10.4 SP 7-10.4 1 3 EACH EACH SP 7-12A Lands f and irrigation [[mh x 4 -Inch Tee, with thrust block SP 7-10.4 4 EACH Preparation of the finshed grades for lawn planting strips 8-01.4 x 4 -Inch Cross, with thrust block SP 7-10.4 1 EACH 1 EACH 76 Mulching of the lawn planting strips ee, with thrust block SP 7-10.4 Acre 77 lve, 8 IN. 7-12.4 3 EACH Acre _j 65 8-01.4 8 -Inch Cap, with thrust block I SP 7-10.4 2 EACH Rock Mulch (37,259 sf x V = 455CY) SP 8-02.4 .r -_ 5F 1 EACH 67 Gate Valve, 4 IN. 7-12.4 5 EACH 68 4 -Inch 90" Bend, with thrust block SP 7-10.4 1 EACH 69 Blowoff Assembly w/2 -inch GV SP 7-09A 3 EACH 70 Blowoff Assembly w/4 -inch GV - SP 7-09.4 2 EACH - 71 Blowoff Assembly w/8 -inch GV SP 7-09.4 72 Connect to Existing Irrigation Line SP 7-09.4 `- F73-]-7Cbmbinfion Air Release / Air Vacuum Valle Assembly 24nch SP 7-12A Lands f and irrigation J2.50Acre - 74 Preparation of the finshed grades for lawn planting strips 8-01.4 75 Seeding and fertilizing of lawn planting strips 8-01.4 76 Mulching of the lawn planting strips 801.4 2.50 Acre 77 Tackifier of the lawn planting strips 8-01.4 2.50 Acre 78 Mowing of the lawn planting strips 8-01.4 2.50 Acre 79 Rock Mulch (37,259 sf x V = 455CY) SP 8-02.4 660 TON 80 Bark Mulch SP 8-02.4 75 C.Y. `•' 81 Root Barrier SP 8-02.4 3,220 LF. 82 Weed Barrier SP 8-02.4 4,139 S.Y. - 83 PSIPE 2-g dion container SP 8-02.4 1,138 EA 84 PSIPE 3 -gallon container SP 8-02.4 808 EA _ 85 PSIPE 5 -gallon container SP 8-02.4 224 EA 86 PSIPE Deciduous Z caliper deciduous tree SP 8-02.4 161 EA u 87 PSIPE Conifer &-T tree SP 8-02.4 27 EA 88 Fertilizer SP 8-02.4 125 LB 69 Compost for Plant Pit Mix SP 8-02.4 30 C.Y. Chapel HIR Blvd. Extension UD Bid form 315 c for amment Unit DOTICOP) 0tv Units Price TOTAL S 9-02.4 30 C.Y. kWA 1 L.S. CLEARING AND GRUBBING 2-01.4 F20.4 2 EACH 0050 REMOVAL OF STRUCTURES AND OBSTRUCTIONS, INC. HAUL AND DISP. SUB -TOTAL 1 TAX @ 8.6% 3 SCHEDULE A SUB -TOTAL ROADWAY EXCAVATION INCL HAUL EMBANKMENT COMPACTION Chapel hr® Blvd. Extension UD Bid form 415 SCHEDULE B - STREET 1r0035 CLEARING AND GRUBBING 2-01.4 1 L.S. 2 0050 REMOVAL OF STRUCTURES AND OBSTRUCTIONS, INC. HAUL AND DISP. 2-01.4 1 L.S. 3 0310 ROADWAY EXCAVATION INCL HAUL EMBANKMENT COMPACTION 2-03.4 2-03.4 15,650 13,700 C.Y. C.Y. 4 0470 5 5120 CRUSHED SURFACING TOP COURSE 4-04.4 6,535 TON 6 5100 CRUSHED SURFACING BASE COURSE 4-04.4 16,110 TON 7 5767 HMA CL 112' PG 6428 5-04.4 6,095 TON 8 5766 HMA CL 3/8' PG 6428 5-04.4 864 TOT[ 9 6700 CEMENT CONC. TRAFFIC CURB AND GUTTER 8.04.4 13,630 LF. 10 6709 ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER 8-04.4 516 LF. 11 CEMENT CONCRETE TRAFFIC CURB (CENTER ISLAND) 8-04.4 332 LF. 12 6707 CEMENT CONC. PEDESTRIAN CURB 8-04.4 245 LF. 13 6698 ROUNDABOUT SPUTTER ISLAND NOSING CURB 84)4.4 7 EACH 14 7055 CEMENT CONCRETE SIDEWALK 8-14.4 6,304 S.Y. 15 CEMENT CONCRETE PATTERNED SP 6-02.4 388 S.Y. 16 CEMENT CONCRETE PATTERNED TRUCK APRON SP 6-02.4 631 S.Y. 17BIKE RAMP SP 8-14.4 3 EACH 18 7054 DETECTABLE WARNING SURFACE 8-14.4 295 S.F. 19 7058 CEMENT CONCRERTE CURB RAMP TYPE PARALLEL 8-14.4 9 EACH 20 7056 CEMENT CONCRERTE CURB RAMP TYPE PERPENDICULAR CEMENT CONCRERTE CURB RAMP TYPE COMBINATION MONUMENT CASE, COVER, AND PIPE ILLUMINATION SYSTEM Storm Draina ADJUST CATCH BASIN 8-14.4 8-14.4 COPA 8-13.4 8-20.4 7-05.4 22 2 13 1 1 EACH EA EACH LS. EACH 21 7058 22 23 6904 24 3100 25 3091 CATCH BASIN TYPE 1 7-05A 31 EACH 2S SOLID WALL PVC STORM SEWER PIPE 81N. DIAM. 7-04.4 310 LF. Chapel hr® Blvd. Extension UD Bid form 415 WSDOT � Spec ic for. ,msurement Unit Rem No. Item (WSDOT/COP) Qty Units Price TOTALS 27 INFILTRATION TRENCH M8-22.4 1,040 LF. Si ni , Striping, and Temporary Traffic Control 28 6890 PERMANENT SIGNING 1 L.S. 29 0187 REMOVE PAINT LINE 830 LF. 30 6807 PLASTIC LINE 4 In. 24,255 LF. 31 6828 PLASTIC WIDE LANE LINE 8 In. 1,063 LF.32 6859 PLASTIC STOP LINE 84 LF. 33 6833 PLASTIC TRAFFIC ARROW 8.22.4 22 EACH 34 6857 PLASTIC CROSSWALK LINE 8-22.4 2,032 S.F. 35 6822 PLASTIC CROSSHATCH MARKING 822.4 1,806 LF. 36 6847 PLASTIC WIDE DOTTED ENTRY LINE 8-22.4 172 LF. 37 9238 PLASTIC YIELD UNE SYMBOL 8-22.4 25 EACH 38 Signal Modifications Complete, Road 68 SP 8-22A 25J LS. SCHEDULE B SUB -TOTAL PROJECT GRAND TOTAL (SCHEDULE A + B) The Proposal Form, Bid Bond, Non -collusion Declaration, Subcontract Disclosure and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. The undersigned hereby agrees that the City Engineer for the City of Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications. The undersigned agrees that if awarded the contract, he will commence work on the date indicated on the written Notice to proceed and that all work should be completed within 130 working days. The undersigned further agrees to pay as liquidated damages for each consecutive working day thereafter as provided in the current Standard Specification for Road, Bridge, and Municipal Construction Section 1-08.9. The undersigned Bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify (or declare) under penally of perjury under the laws of the State of Washington that the foregoing is true and correct. Accompanying this Proposal is a certified check, cashier's check, bid bond, cash or money order payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award, then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check, bid bond, cash or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged of addendum(s) No.(s) g, DATED AT THIS _ DAY OF .2019. SIGNED: PRINTED NAME: NAME OF COMPANY: ADDRESS: TELEPHONE: CONTRACTOR'S LICENSE #: Chapel Hill Blvd. Sdartsion UD Bid form 515 a �q IF SUBCONTRACT DISCLOSURE All Subcontractors must be qualified in accordance with Pasco Municipal Code 14.10, at the time of bid submittal. Bidder acknowledges that work performed by a non-qualified subcontractor will not be accepted by the City of Pasco. We, the undersigned, intend to employ the following subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. Further, we acknowledge that qualification of subcontractors must be in place no later than when subcontractors are required to perform any work on the project. We intend to employ the firm(s) of. 6r NAME ADDRESS UBI# 1) 2) 3) 4) 5) 6) 7) and represent and warrant that the work will be performed by said subcontractors in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the work to be performed by them constitutes approximately percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor - Company Name: Contractor's signature: Address: Telephone: Email: Chapel Hill Extension UD Page 111 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, and as Surety, are hereby held and firmly bound unto the City of Pasco as OWNER in the penal sum of for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this day of 20 The conditions of the above obligation are such that whereas the Principal has submitted to the City of Pasco a certain BID, attached hereto and hereby made a part hereof to enter into a contract in writing, for the NOW THEREFORE, (a) If said BID shall be rejected, or (b) If said BID shall be accepted and the principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said BID) and shall furnish a BOND for his faithful performance of said contract, and for the payment of all persons performing work or furnishing materials in connections therewith, and shall in all other respects perform the agreement created by the acceptance of said BID. Then, this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extensions of the time within which the OWNER may accept such BID; and said Surety does hereby waive notice of any such extension_ IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Principal Surety 0 IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Washington. Chapel Hill Extension LID Page NON -COLLUSION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this Declaration. Chaoc•I Hill Extension UD Page . 13 CONTRACT CHAPEL HILL EXTENSION LID Project No. CPS -ST -3A-16-03 STATE OF WASHINGTON COUNTY OF FRANKLIN -- Thir agre ent and contract rri� 2019, b hereinafter called the City and _ hereinafter called the Contractor. WITNESSETH: ss made and entered into in triplicate this1S--L . day of y end between )he City of Pasco a municipal corporation, That whereas, the City has caused to be prepared certain plans and specifications for improvements in and for the City of Pasco and the Contractor did on the 5"LL day of 2019 file with the Office of the City Clerk of the City of Pasco, Washington, a Proposal to fur all equipment, labor, materials and appurtenances and to pay for the same, and agreed to accept for and in full consideration of the sums fully stated and set forth in said Proposal as full compensation for the completed work. WHEREAS, the said plans, specifications and proposal fully and accurately described the terms and conditions upon which the contractor proposes to furnish said equipment, labor, tools, materials and appurtenances and perform work, together with the manner and time of furnishing the same. It is therefore agreed, first that a copy of said specifications, plans and proposal, filed as aforesaid on the ,qday of ( 2019 be attached hereto and the same are hereby made the items and conditions of t . agreement by and between the City and Contractor in all matters and things therein set forth and described; and further that the City and the Contractor accept and agree to the terms and conditions of said plans, specifications and proposal as filed as completely as if said terms and conditions and plans are herein set out in full. In witness :whereof. the parties hereto have caused' is agreement to be executed the day and year herein above written this 1 V 7 day -of _ i , 2019. CITY OF PA CO BY: Dave ana Contractor Signature ATTEST: o on, Cit Clerk By: Printed Name Clat; 'Pq;6 - or) =?ty3T o form: Chapel Hill Extension LID Page 114 PERFORMANCE BOND BOND TO THE CITY OF PASCO Bond No. 9786141 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Premier Excavation Inc as principal, and Westfield Insurance Company a corporation organized and existing under the laws of the State of Washington, as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with Municipal Corporations, as surety, are jointly and severally held and firmly bound to the City of Pasco in the penal Sum Of Three Million Nine Hundred Seventy Nine Thousand One Hundred Seven 06/100 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives as the case may be. This obligation is entered into pursuance of the statutes of the State of Washington, and ordinances of the City of Pasco. Dated at _ Richland , Washington, this 8th day of April , 2019. Nevertheless, the conditions of the above obligation are such that: WHEREAS, pursuant to action taken by the City Council of the City on Apdl 1 . 2019, the Mayor and City Clerk of the City of Pasco have let or are about to let to the said Premier Excavation Inc `— the above bounden principal, a certain contract, the same contract being numbered CPS -ST -3A-16-03 and providing for CHAPEL HILL EXTENSION LID (which contract is referred to herein and is made a part hereof as though attached hereto.) WHEREAS, the said principal has accepted, or is about to accept the said contract, and undertake to perform the work wherein provided for in the manner and within the time set forth. '— NOW, THEREFORE, if the said Premier Excavation, Inc shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of the time as may be granted under the contract, and shall pay all laborers, mechanics, subcontractors, -- and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold said City of Pasco harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Pasco harmless from any damage or expense by reason or failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Pasco, then and in that event this obligations shall be void; but otherwise it shall be and remain in full force and effect. ApP y ed as to F '— �- _ CEJ I�JW Sis, d I6sdrd66e Company Contractor Premier Excavation, Inc Che I Moore, Attorney in Fact Chapel Hill Extension LID Page 115 POWER NO. 4670042.03 Westfield Insurance Co. General Power of Attorney Westfield National Insurance Co. Ohio Fanners-InSurance Co. CERTIFIED COPY Westrield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIF:LU.NATIONAL INSURANCE COMPANY, and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as. a "Company" and colleptively as " Cemr parries; duly organized and existing under -the laws of the State of Ohio, and having their principal offices in Westfield Center; Medina County, Ohio; do by these presents make, constitute and :appoint MICHAEL R. BUTTON, PAMELA R: URLACAER, CHERYL MOORE,: MICHAEL R. MCWHORTER, .JOHN R. MOSTOLLER, JOINTLY OR SEVERALLY. of RICHLAND and State of WA their nue and lawful Attotimey(s}in=Fact, with full power and authority herft. conferred in their natnes, place and stead, to execute; ackniowledge and deliver any and all bonds, recognizances, andectakings, of other instruments or Contracts of suretyship - - - LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS and to bind any of .the Companies thereby as fully and to the same extent as if such Bonds were signed by the President, sealed with the caporate scal.of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey(s)-in- Fact may & in the premises. Said appointment is made under and by authority of the following resolution -adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY; -and OHIO FARRIERS INSURANCE COMPANY: BE IT RESOLVED, thatthe President, any Senior Executive, any Secretary or any Fide y & Surety Operations Executive or other Executive shall be and is hereby, vested with full power and .authority to appoint anyone or more suitable. persons as Anoniey(s)-in-Fact to represent and act for and on behalf ofthe Company subject to the following provisions: The Attorney -in -Pact may be given full power and authority for and in the frame of and on behalf of the Company, to execute, acknowledge and deliver: any and all bonds. recognizances; coatir,tcts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and. documents cancelling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attomey-in Fact shall be as binding upon The Companyas if signed by President and sealed and attested by the Corporate Secretary.' •— BE IT FURTNER RESO .LVED, drat the signature of any such designated person and the seal of the Company heretofore or hereafter; affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate hearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or imdeatakiag to which it is attached' (Each adopted at a meeting held on Febniary 8, 2000.) In_ Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY, and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seats to be hereto affixed this 14th day of October, A.D., 2015.. " �,, �M511 WESTFIELD INSURANCE.COMPANY Corporate r ti'wr•""' ,' .`-•»••�: sG•. $• !y WESTFIELD NATIONAL INSURANCE COMPANY Seals �nyr _� : ick ' OHIO FARMERS INSURANCE COMPANY Affixed 3' SEAL "P ` 1 k.: SEAL em � L0ItTEdte 00 By: .� Dennis P. Baas, National Surety Leader and Senior Executive Statcef0hio County of Medina ss.. On this 14th day of October, A.D., 2015, before me personally came Dennis P. Bans, to me known, who, being by me duly swan, did depose and say, that he resides in Wooster, Obi; that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY. and OHIO FARMERS INSURANCE COMPANY, °the companies described in and which ezecuted.the.above --- instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed by order of the Board of Directors of said Companies; and that he signed his name thereto by like order. Notarial ..�" Seal :Q�`llfl// ,� 8y Allured David A. Kotnik, Attorney at Law, }Votary Public My Commission Does Not Expire (See_ .147.03 Ohio Revised Code) State of01iio County of Medina ss.: CERTIFICATE ... I, Frank Camino, Secretary of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY, and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attemey, executed by said Companies, which is still in full Ibme and effect. and furthenmre, the resolutions of tiie Board of Directors, set out in the Power of Attorney are in full. force and effex. In Vaness Whereof, I have hereunto set my hand and affixed the seal of said Company at Westfield Center, Ohio, this 8th day of A.D.,.April, 2019 of kv'- �Ar •f By: SEAT.: _ •S,, a:. �'$z i � v�#Il1'EIIEo.'s'o SEAL •m= = Frank CarrJpo, Secretary J sot 1844 BPOAC •"'- ....... r` =7'`+. �• r moo••. .$t _ ''-A•, ., ��:••,anw,a•"fir ACaRQ' 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 have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terns 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 endorsemeritts). PREMEXC-01 CERTIFICATE OF LIABILITY INSURANCE DATE (MMMD/YYYY) 415/2019 PRODUCER Richland Office PayneWest Insurance, Inc. 390 Bradley Blvd. Richland, WA 99352 (INSURED Premier Excavation Inc 306 E. B Circle Pasco, WA 99301 I PHONE YM, No, EM: (509) 946-6161 FAX N10866) 215-4862 Insurance INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. 1 ILT, TYPE OF INSURANCE IVSD U D POLICY NUMBER POLICY EFF POifCY E7CP IN5R WVD IMMI6nlYYYY1 IFM1M761]!yn'Y1 LIMITS �} COMMERCU\L GENERAL LIABILITY CLAIMS -MADE X OCCURX I X CPA6024413 4128/2016 4128/2019 1 EACH OCCURRENCE DAMAGE TO RENTED -PREMISES- Ea ocaarence $ — MEDEXPPnvomrersx4$ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY X Blnkt Addl Insured PER ON" -- SPT YIN PERSONAL & ADV INJURY $ 1 GENERAL AGGREGATE $ A GEN'L AGGREGATE LIMIT APPLIES PER: POLICY 1XI JECOT- F LOC PRODUCTS - COMP/OP AGG $ WA STOP GAP $ 1 OTHER: AuTOMOBILE LIABILITY ICERIMEMBER EXCLUDED? NIA Mandatory in NH) COMBINEDSINGLE LIMBtEa accident $ 1 A BODILY INJURY Per — $ ANYAUTo X WMED AUTOS ONLY AUpT�O.ppSULED CPA6024413 4128/2016 4128/2019 BODILY INJURY (Per accide l S X AUTKW OS ONLY X AUTOS ONLY {PR�acEcrdentDAMAGE $ A X I UMBRELLA LJAB X OCCUR EXCESS LIAR CLAIMS -MADE ICPA6024413 4128/2018 4128/2019 . DED I : RETENTION $ I $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY PER ON" -- SPT YIN ANY PROPRIETORIPARTNERIEXECUTIVE E.L. EACH ACCIDENT $ ICERIMEMBER EXCLUDED? NIA Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $ 0 yes, describe under DESCRIPTION OF OPERATIONS below E.L DISEASE - POLICY LIMIT $ A Rent/Lease Equipment CPA6024413 4128/2018 4128/2019 Policy Limit 850,000 A IrTstallation Floater CPA6024413 4128/2018 1 4128/2019 Policy Limit 100,000 DESCRIPTION 0 F OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks SchedWe, may be attached it more space is required) RE: Chapel Hill Extension LID, CPS -ST -3A-16-03. The City of Pasco is included as an Additional Insured, Primary & Non-contributory, Completed Ops and Waiver of Subrogation per forms CLCG2071, CLCGO529 and CLCGO492 attached.. Per Project aggregate form CLCGO020 attached. I —T CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE I of Pasco THE DEION TATE LCNOTICE WILL BE DELNERED INCity ACCORDANCE WITH POLICY PROVISIONS. P.O. Box 293 Pasco, WA 99301 AUTHORIZED REPRESENTATIVE I ACORD 25 (2016/03) mm ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY CL CG 20 7109 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES, CONTRACTORS OR OTHERS - COMPLETED OPERATIONS AUTOMATIC STATUS INCLUDING PRIMARY NONCONTRIBUTORY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A6 SECTION 11- WHO IS AN INSURED is amended For purposes pf this endorsement throughout to include as an additional insured any person(s) the policy, the terms "you" and. -your- refer to or organization(ii) when, you are obligated by the Named Insured shown in the Declarations. virtue of a written contract or agreement that B. Exclusions .such person or organization(s) be added as an .additional insured to your policy. With respect to the insuranceafforded to these Such person(s) or organization(s) is an additional additional insureds, the following additional 'bodily "property insured only with respect to liability for "bodily exclusions apply to injury" and injury" or "property damage" or 'personal and damage arising out oft advertising injury" caused, in whole or in part by. 1. The rendering of or failure to render any (1) Acts or omissions of the Named Insured; professional services by you or on your behalf, but only with respect to either or both of the or followin . g operations: (2) The acts or omissions of those acting on a. Providing engineering, architectural or behalf of the Named Insured,- surveying . services to others in your and, included in the "products -completed capacity as an engineer, architect or operations hazard" surveyor. -and This insurance applies Drily when you are required b. Providing, for hiring independent to add the additional insured by virtue of a written professionals to provide, engineering, contract or agreement, provided the contract or architectural or surveying services in agreement is: connection with construction work you 1. Currently in effect or becomes effective during perform. the term of this policy. and This exclusion applies even if the claims against 2. Was executed prior to the 'bodily injury" or any insured allege negligence gligence or other "property damage or 'personal and wrongdoing in the ervision, hiring, *uP employment, training or moftit-oring of others by advertising injury". that insured. N the "occurrence". which caused the However: 'bodily injury" or"properlydamage", orthe offense a. The insurance afforded to such additional which caused the "personal and advertising injury* involved the rendering of, or the, failure to insured only. applies to the extent permitted by render, any professional architectural, engineering law; and or surveying services. b. If coverage provided. to the additional insured 2. Subject to Paragraph & below, is required by a contract or agreement, the ,professional servicesinclude: insurance afforded to such additional insured will not be broader than that which you are a. Preparing, approving, or failing to prepare required by the contract or agreement to or approve, maps, shop drawings, provide for such additional insured. opinions, reports, surveys, field orders, change orders, or drawings and specifica#om, and CL CG 20 71 09 16 includes copyrighted material of Insurance Services Page I of 2 Office, Inc., with its permission b. Supervisory or inspection activities perfumed as. part of any related architectural or engineering activities: 3. Professional services. do not include services within construction means, methods.. techniques, .sequences and procedimes employed by you or performed by or for the Wnstruc ion mart*r, its. employees or its subcontractors in connection with your ongoing operations. 6. Limits of lnsura me With. respect to. the insurance afforded to these additional.insureds, the following is added to Section IN - Limits Of Insuranpe: g coverage provide to the additional insured is required by a contract .or agreement, the most we will pay on behalf of the additional insured is the amount of insurance:. 1. Required tfy the contract or agreetnent or 2. Avaiiable tinder the applicable limits of Insurance' shown in the Declarations; whichever is less. This endorsement shall not Increase the applicable Limits of Insurance shown in the Declarations. D. Other Insurance For purposes of -this -endorsement, the following is added to the Section W - Com mereial General Liability Conditions, 4. Other Insurance condition and supersedesany ptovision to the ODntrary: This insurance is excess of all other insurance .— availablb to an addWorial insured whetfic r on a primary; excess, contingent or any other basis. &d, it required by .a written contract or written agreement to be primary and noncontributory, this insurance will be primary to and will not seek contribution from any insurance on which the additional insured is a Named Insured. No other coverage or limit in the Policy applies to loss or damage insured by -this coverage. Page 9 of 2 Includes copyrighted material of Insurance Services CL CG 20 7109 16 Office, Inc, with its permission COMMERCIAL GENERAL LIABILITY CIL CG 04 92 0916 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. GENERAL LIABILITY ULTRA PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SUMMARY OF COVERAGE EXTENSIONS Provision Name Of Coverage Extension Included or Limit of Insurance Miscellaneous Additional Insureds Included A. Expected Or Intended Injury Or Damage Included C. Knowledge Of Occurrence. Included D. Legal Liability — Damage To Premises Rented To You (Fire, Lightning, Explosion; Smoke, OrLeake )e From Automatic Fire Protective Systems) $300.000 $10,000 E. Medical ft-flnents F. Mobile Equipment Redefined Included G. Newly Formed Or Acquired Organization, Partnership Or Limited liability Company And Extended Period Of Coverage Included Included H. Who Is An Insured — Amendment 1. Non -Owned Watercraft: (increased to maximum length of less than 51 feet) Included J. Supplementary -,Paymerds.— Incteased Limids i... Bail Bonds 2. Loss Of Earnings $3,000 $1,000 K. Unintentional Omission Or Unintentional Error In Disclosure Included L. Waiver Of Transfer Of Rights Of Recovery Against Others Included M, Liberalization Clause Incidental Medical Malpractice Included N. Included The above is a Summary only. Please Consult the specMc provisions that follow tor complete intormation on the extensions provided. The provisions of the Commercial General liability Coverage Part apply except as otherwise provided in this endorsement This endorsement applies only if such Coverage Part it, included in this policy. A. MISCELLANEOUS ADDITIONAL INSUREDS 1. Section 11— Who.16 An Insured is amended to include. as an insured any person or organization (referred to as an additional insured below) described in Paragraphs A.1 C.(7) through A.I.c.(8) below when you and such person or organization have agreed. in writing in a contract or agreement that such person or organization be added as an additional insured on your policy, provided that a.. The written contract or written agreement (1) Currently in effect or becoming effective during the term of this policy, and (2) Fully executed by you and the additional insured prior to the "bodily injury". "property damage" or "per- sonal and advertising injury". CL CG 04 92 0916 Includes copyrighted material of Insurance Services Office, Inc., Page I OCT with its permission b. The insurance afforded by this PrOVWW performed by or On behalf of does hot _ apply to any person or such additional insured.. organization included. as an additional JQ Lessor Of leased Equipment insured by a separate endorsement issued by us and made a -part of this --- Any person(s) or organizations) policy or coverage pati from whole you lease Equipment but only with respect to rrabi ity for "bodily c. Only the following persons or organi- injury', "Property damage" or "per- .. .. attons are additional insureds under this somal and advertising injury" Proms n, vim coverage for such by gocaused; in whole or in part;. ut additional insureds limitedas provided maintenance, operation or use of herelm equipment leased to you by such (1) Managers Or lessors Of Premises person(s) or organization(sk A manager or lessor of premises but A pecsods or Organization's status only with respect tp liability arising as an: 60ditional.insured Gunder this ._ . out of the ownership; maintenance or endorsement ends when their written use of that pan of the premises contract or written agreement with leased to you and subject to the. you for such leased equipment ends. following additional exclusions: This msurance does not apply to any This insurance does, not apply to: "oi curreric;b" which takes place after the equ pm ent lease expires. (a) Any "occurrence" which takes place after you cease to be a (5) State, Municipality, Governmental tenant in that Premises. Agency Or Subdivision Or Other Political Subdivision — Permits Or (b) Structural alterations,.. new cam- Authorizations Relating TO struction or demolition operations Premises perforated by or on belialf of such additional Insured. Any state, municipality, govern- mental agency or subdivision or (2) Mortgagee, Assignee Or Receiver other political subdivision subject to -- A mortgagee, assignee, or receiver the following additional provisions, but only with. respect to their liability (a) This insurance applies only with as mortgagee, assignee, or receiver respect to: ... and arising out of the ownership. maintenance, or use of a covered p) The following hazards for premises by you:= which the state.; municipality, governmental agency or This insurance does not apply to subdivision or other political - structural alterations; -new con- subdivision has issued a struc#ion or demolition operations permit or authorization in performed. by or on behalf of such connection with premises additional insured. you awn, rent or control and (3) Owners Or Other Interests From �to which this insurance Whom Land Has Been Leased applies: An owner or other interest from (1A) The existence, whom land has been leased toyou. maintenance, repair, construction, erection but only with respect to liability arising out of the ownership, mainte- or removal of adver- _ trance or use of that part of the land tising signs, awnings, leased to you and subject to the Canopies, Cellar following additional. exclusions. entrances; coal holes, driveways;. manholes. This insurance does not apply to marquees. hoist away "occurrence* (a) Any occurrence- which takes openings, Sidewalk place after you cease to lease vaults, street banners that land. oe decorations and ..� similar exposures; or (b) Structural °alterations, new con- struction or demolition operations CL CG 0492 091$ Includes copyrighted material of insurance Services Office, Inc., Page Sof 7 with its permission (1-2) The construction, erec- The insurance afforded the tion. or removal of vendor does nPt apply to: elevators, or . Q ) "Bodily injury" or -property (1-3) The ownership, main- damage' for which the tenance or use of any vendor is obligated to pay elevators covered by damages by reason of the this insurance. assumption sumption of liability in a (1!1 Operations performed by you written contmct or written or on your behalf for which agreement. This exclusion the state, municipality; -es not apply to liability iability for governmental agency or damages that the vendor subdivision or other political would have in the absence of subdivision has issued a the written contract or written permit orauthortation. agreement; (0) This insurance does not apply to (11) Any express warranty unau- -bodily injury-, 'property dam- thorized by you, age* or "personal and advertising (in) Any physical or chemical injury" arising out of operations change in the product made performed for thestate, munici- intentionally by the p6lity,.govornmenial agencyor vendor, subdivision or other politi . cal subdivision: bdivision. (W) Repackaging, except when. unpacked solely for the (6) Controlling Interest purpose of inspection, Any person(s) or organization(s) with demonstration, testing, or the a 'controlling interest in the Named subsIftution of pads under Insured but.only with. respect to their Pe instructions from -the manu- liability arising out of: M,clurer, and then repackaged in the original (a) Their financial control of you; or container, (b) Premises they own, maintain or (v) Any failure to make such control while you lease or occupy inspections, adjustments, these -premises. tests or servicing as the This insurance does not apply tD vendor has Agreed to make structural alterations, new . con= or normally undertakes to struction or 4emblition operations make in the -usual course of performed by or for -such person(s) business, in connection with or organization(s). the distribution, or sale of the products; (7) Co -Owner Of Insured Premises (vi) Pe-monstration.- installation, A co-ownerof a premises co -owned servicing or repair opera. by You and covered under this tiOns...excepl such operations insurance but only with respect to the performed at the `vendoes co -owner's liability as do -owner of premises in connection with such premises. the sale of the product (8) Vendors (vii) Products which, after distri- (a) Any person(s) ororganization(s) button or sale by you. have (referred to as vendor), but onlybeen labeled or relabeled or with respect to 'bodily injury" or used as a container, part Or "property damage" arising out of ingredient of any other thing "your products which are or substance by or for the distributed or sold in the regular vendor; or course of the vendor's business. CL CG 04 92 0916 Includes copyrighted material of Insurance Services Office, Inc., Page 3 of 7 with Its permission (viii) ":Bodily Injury" or "Property damage ads' N out of the sole negligence: of the vendor for its own acts or omissions or those of its employees: or anyone else acting on its betialf. How= ever, this exclusion does not apply t W. (1,1) The exceptions contained in Sub- pategraphs (iv) or (vl); or (1.2) such inspections, ad- justments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in con- vection with the distribution or sale of the products. (b) This insurance does not 813131Y to any insured person or organi- zation, from whom you have acquired products, or any ingi,edient, part or container, entering into, accompanying or ,containing such products. 2. With respect to coverage provided by this Provision A. Miscellaneous Additional Insureds, the followingAdditional provisions apply; & Any insurance provided to an additional insured designated under Paragraphs A.1.c.(1) through A.I.c.(B) above does notapply: (1) To "bodily injury" or "Property damage- included within the "pr6ducts,--completed operations hazard"; or (2) To `bodily injury'. "prop" damage or "personal and advertising. injury" arising out of the sole negligence of such additionatinsured. 0. The insurance afforded to such additional insured only applies to the- extent permitted by law. c. The insurance afforded to such additional insured will not be broader than that which you are. required to provide by the vniften'donVad or written agreement. 3. With respect to the insurance afforded to the additional insureds within this Provision A- Minelkmous Additional Irrsureds, the following is added to Section III — Limits OF The most we will Pay on behalf of the additional insured is the amount. of insurance: a. Required by the written contract Or written agreement; or b. Avabble under the applicable Limits ()f insurance stiown in the Declarations; whichever Is less. This endorsement shall not increase the applicable Limits of insurance shown in the Declarofforis. B. ExpEcTED OR INTENDED INJURY: OR. DAMAGE Exclusion 2A. Expected Or lrftnded Injury of Section. I I — Coverage A Bodily . Injury. And property Damalie Liability is deleted and replaced .by the following: a. Expected or Intended injury Or Datriage 'Bodilyinjury` injury" or "property damage' expected or intended from the standpoint of the insured. This exclusion does not apply to -bodily Injury' or -property damage" resulting from. the use of reasonable force to protect persons or property. C. 1KNOwLEDGE OF OCCURRENCE Paragraph 2-a. Duties In The Event Of occurrence, Offense, Claim Or Suit of Section rV — Commercial GenwM Liability Coriditions is deleted and replaced try the following: a. you must see to it that we are notified as soon as practicabile of an 'occurrence" or an. offense which may result in a clefm only when the "occurrence" or offense is known to. (1) You, if you are art individual; (2) A partner. if you are a partnership; (3) A manager,. if you are a limited liability company, or (4) An Nexecutivaofficee or the "employed" designated by you give such notice, if you are. an organization other than a partriership.or a limited liability conVany- To the extent possible, notice should include -- (I) How, when and - where the -occurrence or offense took place; CL CG 04.92 0916 includes copyrighted material of Insurance Services Office, Inc.. Page 4 of 7 wkh7ft permission (ii) The names and addresses of any injured you, or in the case of damage by fire, persons and witnesses; and lightning. explosioM "smoke", or leakage (W) The nature arid location. of any injury or from automatic fim, protective systems, damage arising out of the -occurrence- while. rented to you or temporarily or offense. occupied by you we permission of the owner. D. LEGAL LIABILITY — DAMAGE TO PREMISES RENTED TO YOU (Fire, Lightning, ExploWon, This limit will apply to all damage Smoke, Or Leakage From Automatic Fire proximately caused b the same event y ProtedtWe Systems) whether such damage results from fire, Notrift explosion, *smoke, leakage . If damage to premises rented to you is not from automatic fire protective systems, ms, or otherwise excluded from this policy or coverage other covered.causes of loss or any . part, then the following provisions apply: combination Mere of. 1. Under Section I — Coverage A — Bodily 4- Subparagraph b.(11)(a)(iQ of Paragraph 4. Injury And. Pr*perty Damage Liability, the Other Insurance of Section IV — last Paragraph (after the exclusions) is Commercial General Liabilitt Conditions deleted and replaced by the following: is deleted and replaced by the fa8dwing- Exclusions c. through n. donot apply to dam- (iQ That is fire. lightning, explosion, 'smoke" age by fire, lightning, explosion; "smoke", or or leakage from automatic fire . protective leakage from automatic fire protective systems insurance for premises rented to systems to premises while rented to you or you or temporarily occupied by you with temporarily occupied by you with the permission of the owner, permission of the owner. A separate. limit of insurance applies to this coverage 5. Subparagraph a. of Definition 9. "Insured -as described in Section Ill — Limits Of contract" of Section V — Definitions is In deleted and replaced by the following: 2. The paragraph immediately after Sub- a. A contract for a lease of premises. Paragraph j.t . 6) of Paragraph 2. Exclusions However, that portion of the contract for of Section I — Coverage A — Bodily Injury a lease of premises that indemni indemnifies any And Property Damage Liability is deleted person or organization for damage by and replace . d by the following: fire, lightning, explosion, "smoke" or leakage from automatic fire protective Paragraphs (1), (3) and (4) of this exclusion systems to premises while rented to. you do not apply to "property damage" (other or temporarily :occupied by you with than damage by fire, lightning,. explosion, permission of the owner is not an "smoke . or leakage from automatic fire 'insured conlrae. protective systems) to premises, including the contents of. such premises, rented to you 6. As used in. this Provision D. Legal Liability fora - period of se . ven or 'fewer . consecutive Damage To Premises Rented To You: days. A separate limit of insurance applies to "Smoke" does not include smoke from Damage ;To Premises Rented To You as agricultural smudging, industrial operations described in Section Ill Limits Of or "hostile firer. Insurance. E. MEDICAL PAYMENTS 3. Paragraph 6. of Section Ill Limits Of Insurance is deleted and replaced by the K Coverage C — Medical Payments is not following: otherwise excluded from this policy or coverage part, the Medical Expense Limit is changed, 6. Subject to Paragraph S. above, the subject to the terms of Section Ill — Limits Of greater of: Insurance, to the greater of A. $300j000, or a. $10,000; or b. The Damage To Premises Rented b. The Medical Expense Limit shown in the To You Limit shown in the Declarations,. Declarations, F. MOBILE EQUIPMENT REDEFINED is the most we will pay under Coverage A for damages because of "property" Subparagraph f.(11) of Definition 12. 'Mobile damageto premises while rented to equipment" of Section V — Definitions is deleted and replaced by the IbIlowing- CL CG 0.4 02 0916 Includes copyrighted material of Insurance Services Office, Inc., Pagb 5 of 7 with its permission (1) Equipment with a gross Veihidez weight. Of 10()o pounds or more and designed primarily for. (a) - Snow removat (b) Road mairitenance, but not construction ,or resurfacing; or (C) Stftj daSrflng, G. NEWLY ]FORMED OR ACCIUIRED ORGANIZA- TION, PARTNERSHIP OR LIKRED LIABILITY COMPANY AND EXTENDED PERIOD OF COVERAGE Paragraph 3. of Section 11 Who Is An Insur4d is deleted and replaced by the ibillovAng: 3. Any organization you newly acquire Of form, other than a joint venture, and over Which you maintain own or a. Majority Interest of more than 50%A you area corporation; b. Majority interest of more than 50% as a generalpartrier of a newly acquired or formed partnership; and/or c. MajoOly, interest of more than 500k as an owner of a newly . acquired or formed limited liability company. will quardy as a Named Insured if there is no other similar insurance available to that organization. However, fDr these organiza- tions: in Coverage under this provision is afforded ,only until the next anniversary date of this porq(s effective: date after you acquire or form the Organization, parinership or limited liability company, or ft end of the poiicy.period, whichever is earlier, section I — Coverage A — Bodily Injury And Propeft Damage Liability does not apply to 'bodily injury" or "property d9mager Owt 0,=Uirrsd bC&M YOU wquired Or formed ft Orgsnimfi0n, partnership or limited liability company: (iii) Section 1 — Coverage 13 — Personal And Advertising Injury LiabilitY does not apply to Wrsonall and advertising injury- arising out of an offense committed before you acquired of formed the organization, partnership or limited liability company. (iy) Coverage applies only when operations of the newly acquired organization, partnership or limited liability company are the same or similar to the operations of insureds already covered under this insurance. (V) Coverage only applies :for those limited liabilky companies who have established a date of formation as recondbid within ft I filed- state articles, Of Organization, certificates of formation or certificates of Organization;. and (vi) Coverage only applies for. those paft- nerships who have estabpshed a date of tortnation as recorded within a written partnership agreemerd or partnership certificate. H. WHO IS AN INSURED — AMENDMENT The last paragraph of Section R — Who Is An Insured Is deleted and. replaced by the following: No person or organization is an insured with respect to the conduct of any: a. Current partnership or ranked liability company, unless_ otherwise provided for under Paragraph 3. of Section 11 — Who, Is An insured; b.. Current Joint venture; Or c. past partnership, joint venture or limited liability company. that is not shown as a Named Insured in the Declaraftris, L NON -OWNED WATERCRAFT Subparagraph (2). of Exclusion 2.9. Aircraft, Auto Or Watercraft of Section on I -'Coverage A — Bodily injury And Property Damage Liability is deleted and replaced by the following: (2) Aw4gercraft you 0 not own that is: (a) Less than 61 feet long: and (b) Not being used to carry persons or property for a charge, J. SUPPLEMENTARY PAYMENTS — INCREASED LIM"s Section I Supploirrientary Payments — Coverages A And B is changed as follows: 1. The limit shown in Paragraph 1b. for the cost of bail bonds is changed from $25010 $3,000; and 2. The JIM# shown In Paragraph 1-d- for IM Of earnings because of time off front work is changed from $250 a day to $1,000 a day. CG 04 92 0916 Includes copyrighted material of Insurance Services Office, Inc., Pago 6 of T with Its permission K. UNINTENTIONAL OMISSION OR UNINTEN- M. LIBERALIZATION CLAUSE TI ONAL ERROR IN DISCLOSURE The following is added to Section IV — The following provision is added .to Paragraph 6. Commercial General Liability Conditions.: Representations of Section IV — Commercial If we adopt a mandatory attachment form change General Liability Conditions: his edition of which broadens coverage under this However, the unintentional omission of, or the Commercial -General Liability CG0004 for no ,unintentional error K any information giveh or additional charge;.and those changes are provided by you shall not prejudice your rights intended. to apply to all insureds under this edition under this insurance, Of CG0001, that change will. automatically apply This provision does; not affect our right to collect to your insurance as of the date we implement additional premium or to exercise our right of the change in your state. This liberalizationclause cancellation or non -renewal. clausedoes not. apply to changes implemented introduction of a subsequent edition of L. WAIVER OF TRANSFER OF RIGHTS OF the Commercial General Liability form CG0001. RECOVERY AGAINST. OTHERS N. INCIDENTALMEDICAL MALPRACTICE The following is added to Paragraph 8. Transfer 1. ParagMph.2.a,(1)(d) of Section 11 — Who Is Of Rights Of Recovery. Against Otbers To Us An Insured does not apply to a physician, of Section IV — Commercial; General- Liability nurse practitioner, . , physician assistant nurse; Conditions: emergency medical technician or paramedic We waive any right of recovery we. may have employed by -you N you are. not in the against any person or organization because of business or occupation of providing medical, payments we make for injury or damage arising paramedicaL surgical, -dental, x-ray or out of your ongoing operations or 'your work" and nursing services. included in the "products -completed operations 2. This provision is excess over any other valid haza ' when you have agreed in a written and collectible insurance whether such contract or written agreement that any right of insurance is primary, excess, contingent or recovery is waived #©r such person or on any other basis. Any payments by Us will balls. organization. This waiver applies only to the waiver follow Para graph 4.b. of Section IV — person(s) or organization s) agreed to in the Commercial General Liability Conditions. written contract or written agreement and is subject to those provisions. This waiver does not apply unless the written contract or written agreement has been executed prior to the "bodily injury" jury" or "property damage". However, if any person or organization is separately scheduled on a separate waiver of transfer of rights of recovery which is attached to this policy, then this waiver does not apply. CL CG 04 92 0916 Includes copyrighted material of Insurance Services Office, Inc., Page 1 of 1 with its permission CL CG 05 29 10 17 Includes copyrighted material of Insurance Services Office, Inc., Page I of 3 with its permission. COMMERCIAL GENERAL LIABILITY CL CG 05 29 10 17 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. GENERAL LIABILITY UILTRA PLATINUM ENHANCEMENT COVERAGES This endorsement modifies insurance provided. under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM A. The following coverage dded. .5 i. a paragraph 2.a. above, the words caused -in ADDITIONAL INSURED - OWNERS, LESSEES whole or in Fait by -are replaced by the OR CONTRACTORS - AUTOMATIC STATUS words arising out of INCLUDING PRIMARY NON-CONTRIBUTORY c. The insurance afforded to such additional 1. Section 9 - Wbo is An. Insured is amended to insured only applies to the extent permitted bylaw; and 'include at an additional. insured. any person(s) or organization(s) for whom you requir ..0 are ed. d. If cover e provided to the additional rag by virtue of a. written contract or agreement insured is required by a contract or that such, person(s) or organization(s) be agreement, the insurance afforded -to such added as an additional insured on your policy. additional insured will- not be broader than 2. The insurance provided to the additional that which you are required by the contract insured is limited as follows: or agreement to provide for such additional insured - a. Such person or organization isan additional insured nsured only with respect to e. -ends at the earliest of the This insurance ,liability for "bodily injury", "property following times: damage" or "personal and advertising (1)- When any Named Insured(s) work injury" caused in whole or in part by.: called for in: the written contract has (1) Acts or omissions of the Named been completed Insured; or (2) When all of any Named Insured(s) (2) The acts or omissions of those acting work done At a job site. has been completed if the written calls on behalf of the Named Insured; -contract for work at more than one Job site In the performance of the Named Insureds (3) When that part of any Named work for the -additional insured(s) specified lnsurecrswo.rk done at a job site has in the written contract provided the been put - to its. intended. Use by any contract or agreement requires you to 'provide the . additional insured such person or organization other than the coverage is: Named Insured or those acting on the Named Insured(s) behalf. i. Currently in. effect or becomes Work that may need service, maintenance, effective during the term of this correction; repair or replacement, but is policy; and otherwise. complete, will be treated as Ii. Was executed prior to the "bodily completed. qury", *property damage or "personal f.. This insurance does not.. apply to any and advertising injury". additional insured scheduled on your b. If the written contract specifically requires policy by separate endorsement. you to provide additional. insured coverage 9- For purposes of pa:ragraph A. of this via the 10/01 edition of CG2010 (aka CG endorsement the terms -yoq7 and -your- 2D 10 16 01) or. via the 11/85 edition of refer to the Named Insured:shown in the CG2010 (aka. CG 20 10 11 85), then in Declarations. CL CG 05 29 10 17 Includes copyrighted material of Insurance Services Office, Inc., Page I of 3 with its permission. & Exclusions With respect to the insurance afforded to these °additional insureds, the following additional exclusions apply to 'bodily injury'., "property .damage" or "personal and advertising injury" arising out.©f:' a: The rendering. of or failufe. to tender any professional services by you or on your behalf, but only with respect to either or both of the following operations: (1) Providing engineering, architectural or surveying services to others in your rapacity as an engineer; architect or surveyor; and (2) Providing; or hiring independent professionals to provide, engineering, architectural or surveying servii�. in connection with - construction warlc you perform.. b. Subject to Paragraph C. below; professional services include: (1) Preparing approving, or tailing to premie- or approve. niaps, shop drawings,. opinions, reports, surveys; field . orders. change orders, or drawings and specifications; and (2) Supervisory or inspection activities pedomed as part of any related architectural or engineering adiVities. c. Professional services do- not include services within construction means, methods, techniques, sequences and procedures, employed by you or performed by - or. ° for the construction manager; its employees or Its s0contractors in connection with your ongoing operations, This' exclusion applies even it the claims against any insured allege negligence or -other wrongdoing in the supervision, hiring; employment; training or monitoring of others by that insured, # the 'occurrence" Which caused the "bodily injury" or "property darnage", or the offense which Mused the "personal and. advertising .injury", involved the rendering of; or the failure to render; any professional architectural, engineering or surveying services 4. Limits of Insurance a. Required by the contract or agreement; or b. Available under tfie applicable. -Limits of Insurance shown in the Declarations; whichever is less. . This endorsement shall :not increase the applicable Limits of insurance shown in the Declarations. 5.. Oth& insurance For purposes of this .endorsement, the following is. added to the Section IV - Commercial General Liability Conditions, 4. O"*r lmurance condition .and _supersedes any provision to the contrary: This insurance. is excess of all other insurance available to an additional inspired whether on a prig, excess, contingent or any other basis. But, if required by a. written contract or written agreement m be - primary and noncontributory, this insurarm. will be primary to and will -not seek contribution from any insurance on which the additional insured is a Named Insured, .No other . coverage or limit in the policy applies to loss or damage insured by this :coverage. B. The following coverage .is added: CONTRACTUAL LIABILITY - RAILROADS 1. With. respect to operations performed for a Railroad within 50 feet of railroad property, the definition of "insured contract' in Section V - Definitions is replaced by the.following: g. "Insured contract means: a. A centrad for a lease of premises. However, that portion of the. contract for a. leas_ a of premises that indemnifies any person or organization for damage by fire to premises7 while rented to you or temporarily occupied by you with permission of the owner is not . an "insured contract";. b. A sidetrack agreement; e. Any easement or license agreement; With respect to the insurance afforded to these d. An obligation, as.. required by additional insureds, the following is added to ordinance, to indemnify a municipality, --. Section III - Limits Of Insurance; except in connection with work for a municipality; If coverage provided.to the additional insured is. required by a :contract or agreement,- the e.. An elevator maintenance agreement; _ most we. will pay on behalf of the additional f. That part of any other -contract or insured is the amount of insurance.: agreement pertaining -to your business Page 2 of 3 Includes copyrighted material of Insurance Services Office, Inc., CL CG 05:291'017 with its. permission_ (including. an. indemnification of a municipality in connection with Work performed for . a municipality) under which. you assume the tort- liability of another party to pay for "bodily injury" or property damage" to a third person lZ�nization. Tort liability means a 11TINat would. be imposed -by law in the absence of any contract or agreement Paragraph IF. does not include that part of any contract or agreement:. (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of., (a) Preparing, approving or failing to prepare or approve maps; shop drawings, opinions, reports, surveys, field orders, chan .00 orders or drawings and specifications' or (b) Giving: directions or instructions, or failing to give them,' .if that Is the primary cause of the injury or damage, (2) Under which the insured, if an architect engineer or surveyo assumes liability for an injury or damage arising out of the insureds rendering or failure to render professional services, including those listed in Paragraph (1) above and supervisory, inspectim architectural or engineering activities. 2. Other Insurance For purposes of this endorsement, the following is added to the Section IV - Commercial General Liability Conditions, 4. 0tIw Insurance condition and supersedes any provision to the contrary: This insurance is excess; of all other insurance that is Railroad Protective Liability or similar coverage fdr "your work" performed for a Railroad. But, if required by a written contract or written agreement to be primary and noncontributory, this insurance wijil be primary to and will not seek contribution from any insurance on which the Railroad is a Named Insured. No other coverage or limit in the policy applies to loss or damage insured by this coverage. C. AGGREGATE LIMITS OF INSURANCE The General Aggregate Limit under SECTION III - LIMITS OF INSURANCE applies separately to each of your: 1. Projects away from 'premises owned by or rented to you. 2. *.Locations" awned by or rented to you. "Location" means promises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. Wheq paragraph B. Construction Project General Aggregate Limit on. form CL CG 00 20 is a part of this policy, then this endorsement CL CG 06 29. paragraph D. Aggmgate Limits Of Insurance does not apply. CL CG 05 29 10 17 Includes copyrighted material of Insurance Services Office, Inc., Page 3 of 3 with its permission. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAF.tEIFULLY. CONTRACTOR GENERAL LIABILITY PLATINUM ENDORSEMENT This endorsement modifies insurance provided under the lidlowirg. COMMERCI& GENERAL LIABILITY COVERAGE PMT A. PROPERTY DAMAGE TO BORROWED EQUIPMENT i. Paragraph or SECTION I - COVERAGES, .COVERAGE A BODILY INJURY AND PROPERTY DAMAGE UAI3IU7.Y is arnendedas follows.: Paragraphs (3) .aced -(4) of this imclusion do not apply to tools or equipment loaned to you, provided theyam not being:: sed to perlbm operations at the time of loss. 2. SECTION' III- UNITS OF INSURANCE is deleted and replaced by the fdbft: The most we WIN pay In any one 'bocurveried' 1br 'property damage* to..boffdwed equipment Is $15,000: This limit of insurance is the most vue Will pay regardless ofthe number of a. insureds; b. Claims made or'suW brought, or c. Persons or agani2stions ma" claims or bringing 'suits': 3. Deductible a. W obligation to pay damages on. beW Of: the Insured applies only to the. amount. of damages in excess a of $250 as applicable W 'property damage" as the result of any one `occurrence', nVaMiess of the number of persons or aWnizations who sustain damages because of that "occuffqnce. b. The terms of this insurance, including those with respect to our right and duty to defend the insured against any 'suits' seeking those damages and your duties in thavvent of an occurrence" claim, or"suit"apply irrespective of theapplication of the deductible amount c. We may pay any part or all of the deftWe amount to effect settlement of any claim or SUR arid, upon notification of the action taken; you shEdl promptly reimburse us for such part of the ded6cfible amount as v . 0 have paid. B. CONSTRUCTION PROJECT GENERAL AGGREGATE UNIT 1. For all sums which the insured becomes. legally obligated to pay. as damages caused by 'occurrences'under COVERAGE A (SECTION 1), and for all medical expenses caused by accidents under COVERAGE 6 (SECTION 1), which can be attributed only to ongoing operations at a single constiruction project away fn)m premises owned by or rented to the insured: a- A Single Construction Pmjact.Genaral Aggregate Umft applies to each construction project away ftom premises owned by or rented to the insured, and that limit is equal to the amount -of the General Aiggregate limit shown in the Declanallons. b. The Single Construction Project General Aiggregate Urrfd Is the most We will pay for the sum of all damages under COVERAGE A, except damages because of "Wily injury' or"property =If tho COVERAGE 11 . 'products-cornpleted operations hazard"; and for medical expenses .0 regardless of the number at (1) Insureds-, (2) Claims made or `suits' bmught; or (3) Pwaons or oWnizations making claims or bringing 'sufW. c. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce .the.Single Construction Project-GeneralAggregate Umit for that construction pr*d away from. premisesvwried by. or rented to the .insured.Su.chparnents shall not reduce the General.Aggregats. Umit shown in Ow Declarations nor shall they reduce any other Single Construction Project General Aggregate Urrit for any other separate construction project away from premises owned by or rented to the insured. CL CG 0020 0112 hxJudes coprighted mate" of Insurmicies Services Page I of 4 Office, Inc vvith its permission \.,J d, The limits- shown in fila. Declarations -W :Each Down eiice, F.me Damage :and trAedical Ewe continueto apply. However, instead of being subject to the General Ua to the applicable Single Limit stx>iiim in. the Liedarations, such Imus Will be subject Corrsauctior Project General .Agg to Limit. 2» For all sumsM 9. which the. insured. becomes -legally obligated to .Pay as damages caused by 'ocmrmncee under. COVERAGE A SECTION nF and for- all medical expenses ceased by accidents under COVERAGE C. (3. 1), which cannot be attributed Wig. operatit� at a single deslgr�ited cin project . y from prellises vow d by or tented to the insured: a. Any payments made under COVERAGE A for damages or under COVERAGE C for medical arses shall -reduce the amount available under the, General Aggridtae Limit or the _ Pri3 dudw-Gompietetl Operations �. iima � is applicably and b. Such payments shall not reduce any Single bion Project GeneraYAggregate Limn. 3. When coverage for liability arising out of Me'products-MM114 eted_ operations hazard" is provide d. _ any . yn�e t for damages because Of iK;illy injury" or 'p operty ��' inck dad m. the • operations .hazard' will reduce the FWUM—C tnPleted Operations Aggregate Limit and not reduce the General Aggregate Limit or the 5ingie Conon Project General Aggregate Limit. r 4. if the appricable.constfudion project away frnrrr. Wemises owned by or rented to the insured -has been abandoned, delayed, or abwWoned and then restarted, nr It the: authorimd con"c" parties. deviate #an plans, blueprints, designs, specifications or tgrietable,, the projed.w�l stat tie deemed to be the same construction project. _ 5. The °provisions of Limits Of Insurance (SECTION 10) nct otherwise modified by this -endorsement shall continue to apply as stipulated, C. LIMITED JOB SITE POLLUTION 1. Iacdusion t; under Section t'= Coverage A is M01006d by the "Owk 2. Emdusions° This insurancedoes not apply to: t Polhtkien (1) d -Bodily kW dispersal p m@rstion release or asci of'p is".alleged or ttveatenei (a) Al or ftm any premises; site or location an which any Insured or any contractors or subcontractors worlung directly or indirectly on any insun3ci's behalf are pensorming operations Ifthe operations are to test for, monitor, dean up; remove; certain, treat, .Aetw* or netrtrallze, or In any way respond to, or assess tate of eeft or, "redraws'; or (b) At or from a storage tank or other _corritainer, iducds or prying :which is below or partially below the surface of the ground or water or Whichat any time. Lias been buried: under the surface of the ground or water acrd then subsequently exposed by erosion, excavation or any other means fi the actual, alleged or threatened disettar+ge, dispersal, seepage, migration, release or escape of lutants" arises .at or from any psema' wh site or location .which,any insured or any contractors or subcordradors _ di . of indirectly on any insureds behalf are pertrinning operra�the "po utantd are broughtm or to" promises or location in -fin with such operations by such Insured, contractor or subcontractor. Subparagraph :(b) Does not apply tQ'.bodily injury' or 'property dosage" arising out re (2) Any loss, cast or expense arising out Of arty: (a) bequest. demand. order or stakitory or :regulatory requirement issued or made pursuant to any enviroamertal protein. or ennronmental `ligability statiftPs or rt ulatiorrs t - or nhat any insured test for, flux or, dean up: remove, contain, 'treat. etmgy wjUWIM or in any way .respond to, or assess the effects of, "" 'or CL CG 00 20 0112 inckw s copfrighlled materlatcif insurance Services Pa." 2 of Office, Ir a vM its pemsssion (b) Claim or suit by or on behalf oft governmental authority for damages because of testing #or. monitoring, cleaning up, removing, containing; -treating, dewxlfying, or neutralizing or in anyway responding to or assessing the effects oi, "pollutants".. However; tills paragraph does not apply. to liability for those sums. the insured becomes legally obligated to pay as damages because of "poperty damage" that the insured would °have in ttre abserxe such request, demand, order or statutory or regulatory requirement, or such claim or '.suit' by or on behalf of a ,gmcemmentol authority. _ 2. With respect to Obo*y injury" or 'property damage" arising out of. the aural, alleged or threatened discharge, dispersal, seepage, m19ration; release arescape o(tollutarAO: a, The "Eads Occurrence Limit" shown in the Declarations does not apply, b. Paragraph 7. of Limits. Of insurance (Section 119 does not apply. & Paragraph 1. of Section III - Limits Of Insurance is replaced :by the Uowing: The Lents Of Insurance shown in this endorsement,. or in the Declarations and the rules below fix the most we will pay.regardless.of-the number at (1) Insureds (2) Claims made or "suits' brxwgl* or (3) Persons or organizations making claims: or bringing ''surfs". d. The foilowing are added to Section 11— Limits Of Insurance 8. Subject to 2. or 3. above, whichever applies, the most we will pay for the sum of a Damages under Coverage A; and b. Medical expenses under Coverage C -because of 'bodily injury' or 'property damage" arising out of the aural, alleged. or threatened disccrarge. dispersal, seepage. migration, reuse or escape of 'pollutants" is S10000 aggregate. 9. §Object to & above; the (Medical Expense Limit is the most we will pay under Coverage C for all medical expenses because of "bodily injury" sustained by any one person arising out Of the actual, alleged or -threatened discharge. dispersal, seepage, migration, release or escape of "pollutants°. D. VOLUNTARY PROPERTY DAMAGE 1. The fdlowing_is added to. Section 1— COVERAGES: We will pay,_ at your request for 'property damage" to that part of any properly: a. Which you or any subcontractors working directly or Indirectly on your behalf are performing operations; or -- b. That must be restored, repaired or replaced because *your work' was incorrectly performed an 1L This insurance applies only to "property damage .to property of offers while in your care. custody, or control, and arising out of operations away from your insured premises and incidental to your business_ Exclusions j.(3),(4),(S) and (6) do not apply to this coverage. This insurance dons not apply to 'property damage" included within the `explosion hazard', -- the 'collapse hazard' or the 'underground . property damage hazard% . 2. For the purposes of the coverage provided by D. VOLUNTARY PROPERTY DAMAGE, SECTION 111— LIMITS OF INSURANCE is replaced by Me following: A. Limits of Insurance 1. Unless a higher limit is shown in the Dedolation,. the most we will pay in any one "occurrence' #or "property damage' under this endorsement is $15,000. 2. Unless a higher limit is shown in the Declarations; the most we will pay for all covered "occurrences during anyone policy period is $15,000.Aggregate Limit- of. Insurance. CL CG 00 20 0112 Indudes copyrighted material of insurance Services Page 3 .of 4 Office, Inc with its permission The: Limits of Insurance df this endon§� t apply separately to each consecutive annual eriod and to any remaining period of Tess than 12. months. starting with the beginning of the period- in the Declarations, unless the policy period is extended after issuance . for an . add$ional .period .of less than 12 months. In that case, the additional pe6od' will be claemed part .of the last preceding period for purposes of determining the Limits of rnsuranc e. 8 :DediucW* ,a. Our 0Wi to _, on behalf of the insured applies only M the arnount 0 --. 9 f� regardless of rhe darn _qw- in exratss of $250 as the result of any one 'bcourrerrce`r number of personsp., r organizations who sustain damages because of #0 60oaurOnCe". b. The terms of this insurance, including those with respect to our right and duty to defend the insurea against any "suits" seeldng those damages; and your duties in the event. of an °occurrenW, clam. or ,'drift" apply irrespeefive of the application of the deductible amount c, We may pay any parf or -all of the deductibleamount to effect stent of any clean or sus and, upon notific fion rrf the armor+ ken: you. shall P>omTtlY reimburse us fbr such part of the .deductible amount as we have paid: +4. Far the pinpo,ses: of the .coverage provided by 0. VOLUNTARY PROPEMY DAMAGE, sWTION IV — COMMERCIAL GENERAL LIABILITY (CONDITIONS is amended m fpltom ... a The following is added to paragraph 2. Duties In The Evert Of Oocumence, OffOnst . Claim or Salt: Ih the event of kiss covered by this endorsement, the insured shall, if reque�ti by us replace afire property or furnish the labor and aerials: necessary for repairs at actual Cost to the insur. excluding prospective? profit .or overhead charges of any nahxe. Any Property so paid for or. raplaoeci shag, at our option, `become our property. Any payment made by us shaf not constitute an admission of Wily by an insured; or by ins, tr_ Paragraph 4. other Insurance is amended as fdbWs: ti) .:Par . graph 4.a Prim rj► l i"Mnce is delet$d. {2) Su6paragtaphs (1) and �'►+ of Paragraph 4,b. Extsess Insurance are deleted and _ replaced with taib lowing: Thisinsurance is. excess over any of the other insurance, whether primary, excess, co nti.ngent or on any other basis_ Ali other ptovisions that apply to paragraph 4. Other Insurance contained in the Commercial ?General Liability Coverage Forrmare applicable. S. For the pirrpc se� of the cov ge.provided by D. VOLUNTARY RROPERT1f DAMAGE, the folkowirlg definitions: are added to SECTION V — DEFINITIONS: A. "Collapse, hazard' includes-&ucwmi property damage'- and any resulting 'PropertY damage' to any other property At arty titre. arising out of blasting or ion. The b. "E�losion hazard .includes `property damage' astirsg e>��. • arising out of the explosion of air ,explosion hazard" does not include 'properly damage' ng or steam vessels. piping under pressure, prime movers, machinery or power trammnitting equipment: c. "Structural property damage means the collapse of or struuctuml irqury to any building or _ structure due to: (1) Grading .of land, exCavating, borrowing.. filling,back-riling, tunneling, pile driving, cofferdam work sir caisson vrbrfc or (2j. Moving, shoring, underpinning, raising or demolition of any building or structure or rWWMl.or rebuilding of any structural supportaf that building or °structure. d. "Underground properly damage hazard- includes `undeMlournd property damage' and any resulting "property damage'to any ether property at any time. _ a. "Underground property damage means 'property damage' to wires, conduits, pipes, mains, sevAS,-tarns: tunnels, any similar property, and' arty apparatus used. with diem beneath the surface of the ground or water, caused by and occurring during the use of mechanical equipment fcjr the purflose eyf gradirng land, paving, excavating; drilling, _ boRawing, filling, baek#ilring or pile :driving. CL t G 04 20 0112 Includes copyrighted nriaterW Of inserance Servicres Page 4 of 4 0111 e. IM vdth Its permissia'n PERFORMANCE BOND BOND TO THE CITY OF PASCO KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, as principal, and a corporation organized and existing under the laws of the State of Washington, as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with Municipal Corporations, as surety, are jointly and severally held and firmly bound to the City of Pasco in the penal sum of for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives as the case may be. This obligation is entered into pursuance of the statutes of the State of Washington, and ordinances of the City of Pasco. Dated at , Washington, this day of '2019. Nevertheless, the conditions of the above obligation are such that: WHEREAS, pursuant to action taken by the City Council of the City on _ 2019, the Mayor and City Clerk of the City of Pasco have let or are about to let to the said the above bounden principal, a certain contract, the same contract being numbered CPS -ST -3A-16-03 and providing for CHAPEL HILL EXTENSION LID (which contract is referred to herein and is made a part hereof as though attached hereto.) WHEREAS, the said principal has accepted, or is about to accept the said contract, and undertake to perform the work wherein provided for in the manner and within the time set forth. NOW, THEREFORE, if the said _ shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of the time as may be granted under the contract, and shall pay all laborers, mechanics, subcontractors, and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold said City of Pasco harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Pasco harmless from any damage or expense by reason or failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract after its acceptance thereof by the City of Pasco, then and in that event this obligations shall be void; but otherwise it shall be and remain in full force and effect. Approved as to Form: Surety Contractor Chapel HEI! Extension LID Page 115 APPENDIX `A' WA State Prevailing Wages for Franklin County Benefit Code Key WA State Department of Labor and Industries Policy Statements Chapel Hill Extension UD Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 Overtime Codes Continued 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 boors 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. F. The first eight (8) hours worked on holidays shall he paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. 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 horns worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked 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 Grass the hourly rate of wage. All other boors worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Ona four-day, ten - how weekly schedule, either Monday thru Thursday or Tuesday tluu 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 and once -half times the hourly rate of wage. All other boors worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PArD 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) hoots of straight time per day when four ten (10) hour shills are established, or forty (40) hours of straight time per week, Monday through Friday, or 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 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 simationa After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) horns or more. C. Work performed in excess of eight (8) hours of straight time per day, or ten (1 O) hours of straight time per day when four ten (10) how shifts are established, or forty (40) hours of straight time per week Monday through Friday, or 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 howly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional bours shall be at the applicable overtime me until such time as the employee has had a break of eight (8) hours Or more. Chapel Hill Extension LID Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 4. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rare of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall he paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the hourly rate. N. AS 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, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM) every day shall be paid at double the hourly rate of wage. O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6) hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage. P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. Q. The first few (4) hours after eight (8) regular hours Monday through Friday and the fust eight (8) 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 shall be paid at double the hourly rate. All bourn worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. R. Placcholder 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). Holiday Codes Continued 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). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). Chapel Hill Extension LID Benefit Code Key — Effective 8/31/2018 thru 3/2/2019 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, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year's Day, Pmsidents' 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). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday 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, 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, 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). 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Years 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 12). O. Paid Holidays: New Years 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 (I1). H. Paid Holidays: New Years 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). 1. Paid Holidays: New Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day (7). Chapel HIII Extension LID Benefit Code Key— Effective 8/31/2018 thru 3/2/2019 Holiday Codes Continued 6. 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 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. A. Holidays: New Yews 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. 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 a holiday on the following Monday. Any holiday which falls on a Saturday shall he 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 Years 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. 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). 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. 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. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Lest 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 no the preceding Friday. 1. Holidays: New Yews Day, President's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The 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 Chapel Hill Extension LID Benefit Code Key —Effective 8/31/2018 thru 3/2/2019 observed as a holiday on the preceding Friday. 1. 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 a, 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 atter 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. 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 fails 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. M. Paid Holidays: New Year's Day, The Day atter 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). 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. 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. 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 an a Sunday shall be observed as a holiday on the following Monday. Holidays: New Yeats 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). 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 sbal I 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 he 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 atter or before New Yom 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 he observed as a holiday on the preceding Friday. V. Holidays: New Yeats Day, President's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Chapel Hill Extension LID Benefit Code Key— Effective 8/31/2018 thru 3/2/2019 Holiday Codes Continued W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year's Day, and a Floating Holiday. X. 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 the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays: New Year's Day, President's Day, Independence Day, Memorial 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. 15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the 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. B. Holidays: New Year's Day, Martin Luther King Jr. Day, President's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day. (9) C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the day before Christmas Day and Christmas Day. (8) D Holidays: New Yeats Day, Pnesidmus' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, and the day after Christmas. Note Codes 8. D. Workers working with supplied air on hazroat projects receive an additional 51.00 per how. L. Workers on bazmat projects receive additional hourly premiums as follows -Level A: $0.75, level B: $0.50, And Level C: 50.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: SI.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. 10 Chapel Hill Extension LID Benefit Code Key — Effective 8/31/2018 thm 3/2/2019 Note Codes Continued P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $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 shift shall be used in determining the scale paid. R. Effective August 31,2012— A Traffic Control Supervisor shall be present on the project whenever nagging orspotting or other tratiic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian tru fie 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 nagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012. S. Effective August 31,2012—A Traffic Control Supervisor shall bepresent on theproject whenever flagging or spotting or other tratre control labor is being utilized. Flaggers and Spotters shall be posted where shown an approved Traffic Control Plans or where directed by the Engineer. All Daggers 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 August 31, 2012. T. Effective August 31, 2012 —A Traffic Control laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary m control vehicular, bicycle, and pedestrian tmffre 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 August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers perfomdng underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for 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 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. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50'ro 100'- $2.00 per fora for each foot over 50 fear Over 101'ro 150'- $3.00 per foot fm each foot over 101 fee. Over 151' to 220'- $4.00 per foot for each foot ova 220 feet Over 221' - 55.00 per foot for each foot aver 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' - $1.00 per foot from entrance. 300' to 600' - $1.50 per foot beginning at 300'. Over 600' - 52.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Oroundmen rates would apply to meters not fitting this description. 11 Chapel Hill Extension LID WA State Department of Labor and Industries Policy Statements WAC 296-127-018 Coverage and exemptions of workers involved in the production and delivery of gravel, concrete, asphalt, or similar materials. (1) The materials covered under this section include but are not limited to: Sand, gravel, crushed rock, concrete, asphalt, or other similar materials. (2) All workers, regardless of by whom employed, are subject to the provisions of chapter 39.12 RCW when they perform any or all of the following functions: (a) They deliver or discharge any of the above -listed materials to a public works project site: (i) At one or more point(s) directly upon the location where the material will be incorporated into the project; or (ii) At multiple points at the project; or (iii)Adjacent to the location and coordinated with the incorporation of those materials. (b) They wait at or near a public works project site to perform any tasks subject to this section of the rule. (c) They remove any materials from a public works construction site pursuant to contract requirements or specifications (e.g., excavated materials, materials from demolished structures, clean-up materials, etc.). (d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry, etc.,) which is established for a public works project for the specific, but not necessarily exclusive, purpose of supplying materials for the project. (e) They deliver concrete to a public works site regardless of the method of incorporation. (f) They assist or participate in the incorporation of any materials into the public works project. (3) All travel time that relates to the work covered under subsection (2) of this section requires the payment of prevailing wages. Travel time includes time spent waiting to load, loading, transporting, waiting to unload, and delivering materials. Travel time would include all time spent in travel in support of a public works project whether the vehicle is empty or full. For example, travel time spent returning to a supply source to obtain another load of material for use on a public works site or returning to the public works site to obtain another load of excavated material is time spent in travel that is subject to prevailing wage. Travel to a supply source, including travel from a public works site, to obtain materials for use on a private project would not be travel subject to the prevailing wage. Chapel Hill Extension LID (4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver materials to a stockpile. (a) A "stockpile" is defined as materials delivered to a pile located away from the site of incorporation such that the stockpiled materials must be physically moved from the stockpile and transported to another location on the project site in order to be incorporated into the project. (b) A stockpile does not include any of the functions described in subsection (2)(a) through (f) of this section; nor does a stockpile include materials delivered or distributed to multiple locations upon the project site; nor does a stockpile include materials dumped at the place of incorporation, or adjacent to the location and coordinated with the incorporation. (5) The applicable prevailing wage rate shall be determined by the locality in which the work is performed. Workers subject to subsection (2)(d) of this section, who produce such materials at an offsite facility shall be paid the applicable prevailing wage rates for the county in which the offsite facility is located. Workers subject to subsection (2) of this section, who deliver such materials to a public works project site shall be paid the applicable prevailing wage rates for the county in which the public works project is located. [Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. WSR 08-24- 101, § 296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12 RCW and RCW 43.22.270. WSR 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and 4/1/92, effective 8/31/92.] Chapel Hill Extension LID APPENDIX `B' Special Provisions City of Pasco Amendments to the Standard Specifications WSDOT Amendments to the Standard Specifications Chapel Hill Extension LID CHAPEL HILL EXTENSION LID SPECIAL PROVISIONS 3 The following Special Provisions are made a part of this contract and supersede any conflicting 4 provisions of the 2018 Standard Specifications for Road, Bridge and Municipal Construction, 5 and the foregoing Amendments to the Standard Specifications. 6 7 INTRODUCTION TO THE STANDARD SPECIAL PROVISIONS 8 9 (August 14, 2013 APWA GSP) 10 11 The work on this project shall be accomplished in accordance with the Standard Specifications 12 for Road, Bridge and Municipal Construction, 2018 edition, as issued by the Washington State 13 Department of Transportation (WSDOT) and the American Public Works Association (APWA), 14 Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, 15 as modified or supplemented by the Amendments to the Standard Specifications and these 16 Special Provisions, all of which are made a part of the Contract Documents, shall govern all of 17 the Work. 18 19 These Special Provisions are made up of both General Special Provisions (GSPs) from various 20 sources, which may have project -specific fill-ins; and project -specific Special Provisions. Each 21 Provision either supplements, modifies, or replaces the comparable Standard Specification, or is 22 a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion 23 of the Standard Specifications is meant to pertain only to that particular portion of the section, 24 and in no way should it be interpreted that the balance of the section does not apply. 25 26 The project -specific Special Provisions are not labeled as such. The GSPs are labeled under 27 the headers of each GSP, with the effective date of the GSP and its source. For example: 28 29 (March 8, 2013 APWA GSP) 30 (April 1, 2013 WSDOT GSP) 31 (May 1, 2013 COP GSP) 32 33 Also incorporated into the Contract Documents by reference are: 34 • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted 35 edition, with Washington State modifications, if any 36 • Standard Plans for Road, Bridge and Municipal Construction, WSDOTIAPWA, current 37 edition 38 • City of Pasco Standard Details, current at the time of bidding. 39 • NFPA 701 NEC, National Electric Code, current edition 40 • NEMA, National Electrical Manufacturers Association 41 42 Contractor shall obtain copies of these publications, at Contractor's own expense. 43 44 45 (Insert prior to 1-01 DEFINITIONS AND TERMS) 46 47 (......) 48 DESCRIPTION OF WORK 49 Chapel Hill Extension LID SP -1 Special Provisions I The Work This project involves the construction of approximately 6,300 LF of new collector arterial 2 roadway with grading, sidewalks, asphalt paved trail, landscape plantings and irrigation, potable 3 water systems, irrigation transmission systems, sewer systems, street lighting, and signal 4 modifications. The project also involves the construction of two roundabouts. The project is 5 located on the extension of Chapel Hill Boulevard between Road 84 and Road 68. 6 7 1-01.3 Definitions 8 (January 4, 2016 APWA GSP) 10 Delete the heading Completion Dates and the three paragraphs that follow it, and replace them 11 with the following: 12 13 Dates 14 Bid Opening Date 15 The date on which the Contracting Agency publicly opens and reads the Bids. 16 Award Date 17 The date of the formal decision of the Contracting Agency to accept the lowest 18 responsible and responsive Bidder for the Work. 19 Contract Execution Date 20 The date the Contracting Agency officially binds the Agency to the Contract. 21 Notice to Proceed Date 22 The date stated in the Notice to Proceed on which the Contract time begins. 23 Substantial Completion Date 24 The day the Engineer determines the Contracting Agency has full and unrestricted use 25 and benefit of the facilities, both from the operational and safety standpoint, any 26 remaining traffic disruptions will be rare and brief, and only minor incidental work, 27 replacement of temporary substitute facilities, plant establishment periods, or correction 28 or repair remains for the Physical Completion of the total Contract. 29 Physical Completion Date 30 The day all of the Work is physically completed on the project. All documentation 31 required by the Contract and required by law does not necessarily need to be furnished 32 by the Contractor by this date. 33 Completion Date 34 The day all the Work specified in the Contract is completed and all the obligations of the 35 Contractor under the contract are fulfilled by the Contractor. All documentation required 36 by the Contract and required by law must be furnished by the Contractor before 37 establishment of this date. 38 Final Acceptance Date 39 The date on which the Contracting Agency accepts the Work as complete. 40 41 Supplement this Section with the following: 42 43 All references in the Standard Specifications, Amendments, or WSDOT General Special 44 Provisions, to the terms "Department of Transportation', 'Washington State Transportation 45 Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and 46 "State Treasurer" shall be revised to read "Contracting Agency". 47 Chapel Hill Extension LID SP -2 Special Provisions LJ I All references to the terms "State" or "state" shall be revised to read "Contracting Agency' 2 unless the reference is to an administrative agency of the State of Washington, a State 3 statute or regulation, or the context reasonably indicates otherwise. 4 5 All references to "State Materials Laboratory' shall be revised to read "Contracting Agency 6 designated location". 8 All references to "final contract voucher certification" shall be interpreted to mean the 9 Contracting Agency form(s) by which final payment is authorized, and final completion and 10 acceptance granted. 11 12 Additive 13 A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, 14 which may, at the discretion of the Contracting Agency, be awarded in addition to the base 15 bid. 16 17 Alternate 18 One of two or more units of work or groups of bid items, identified separately in the Bid 19 Proposal, from which the Contracting Agency may make a choice between different 20 methods or material of construction for performing the same work. 21 22 Business Day 23 A business day is any day from Monday through Friday except holidays as listed in Section 24 1-08.5. 25 26 Contract Bond 27 The definition in the Standard Specifications for "Contract Bond" applies to whatever bond 28 form(s) are required by the Contract Documents, which may be a combination of a Payment 29 Bond and a Performance Bond. 30 31 Contract Documents 32 See definition for "Contract". 33 34 Contract Time 35 The period of time established by the terms and conditions of the Contract within which the 36 Work must be physically completed. 37 38 Notice of Award 39 The written notice from the Contracting Agency to the successful Bidder signifying the 40 Contracting Agency's acceptance of the Bid Proposal. 41 42 Notice to Proceed 43 The written notice from the Contracting Agency or Engineer to the Contractor authorizing 44 and directing the Contractor to proceed with the Work and establishing the date on which 45 the Contract time begins. 46 47 Traffic 48 Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and 49 equestrian traffic. 50 51 Chapel Hill Extension LID SP -3 Special Provisions 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1-02.4(1) General (August 15, 2016 APWA GSP Option B) The first sentence of the last paragraph is revised to read: Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of business three (3) business days preceding the bid opening day to allow a written reply to reach all prospective Bidders before the submission of their Bids. 1-02.2 Plans and Specifications (June 27, 2011 APWA GSP) Delete this section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 5 Furnished automatically upon award. Contract Provisions 2 Furnished automatically upon award. Large plans (e.g., 22" x 0 Furnished only upon 34") request. 38 39 Additional plans and Contract Provisions may be obtained by the Contractor from the source 40 stated in the Call for Bids, at the Contractor's own expense. Chapel Hill Extension LID SP -4 Special Provisions 1-02.4(1) General (August 15, 2016 APWA GSP Option 8) 5 The first sentence of the last paragraph is revised to read: 6 7 Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, 8 shall request the explanation or interpretation in writing by close of business 3 business 9 days preceding the bid opening to allow a written reply to reach all prospective Bidders 10 before the submission of their Bids. 11 12 1-02.4(2) Subsurface Information 13 (March 8, 2013 APWA GSP) 14 The second sentence in the first paragraph is revised to read: 15 16 The Summary of Geotechnical Conditions and the boring logs, if and when included as 17 an appendix to the Special Provisions, shall be considered as part of the Contract. 18 19 1-02.6 Proposal Forms 20 (July 31, 2017 APWA GSP) 21 22 Delete this section and replace it with the following: 23 24 The Proposal Form will identify the project and its location and describe the work. It will also 25 list estimated quantities, units of measurement, the items of work, and the materials to be 26 furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that 27 call for, but are not limited to, unit prices; extensions; summations; the total bid amount; 28 signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; 29 the bidder's name, address, telephone number, and signature; the bidder's 30 UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor's 31 Registration Number; and a Business License Number, if applicable. Bids shall be 32 completed by typing or shall be printed in ink by hand, preferably in black ink. The required 33 certifications are included as part of the Proposal Form. 34 35 The Contracting Agency reserves the right to arrange the proposal forms with alternates and 36 additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all 37 alternates and additives set forth in the Proposal Form unless otherwise specified. 38 39 40 The first sentence of the last paragraph is revised to read: 41 42 For projects issued by the City of Pasco, copies of plans and specifications (bidding documents) 43 will be available through QuestCDN.com using eBidDoc #6086943. 44 45 1-02.6 Preparation of Proposal 46 (July 11, 2018 APWA GSP) 47 48 Supplement the second paragraph with the following: 49 4. If a minimum bid amount has been established for any item, the unit or lump sum price 50 must equal or exceed the minimum amount stated. Chapel Hill Extension LID SP -5 Special Provisions 1 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed 2 by the signer of the bid. 3 4 Delete the last two paragraphs, and replace them with the following: 5 6 If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any 7 Subcontractor to perform those items of work. 8 9 The Bidder shall submit with their Bid a completed Contractor Certification Wage Law 10 Compliance form, provided by the Contracting Agency. Failure to return this certification as 11 part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. 12 A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. 13 14 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. 15 16 A bid by a corporation shall be executed in the corporate name, by the president or a vice 17 president (or other corporate officer accompanied by evidence of authority to sign). 18 19 A bid by a partnership shall be executed in the partnership name, and signed by a partner. A 20 copy of the partnership agreement shall be submitted with the Bid Form if any UDBE 21 requirements are to be satisfied through such an agreement. 22 23 A bid by a joint venture shall be executed in the joint venture name and signed by a member 24 of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid 25 Form if any UDBE requirements are to be satisfied through such an agreement. 26 27 1-02.7 Bid Deposit 28 (March 8, 2013 APWA GSP) 29 30 Supplement this section with the following: 31 32 Bid bonds shall contain the following: 33 1. Contracting Agency -assigned number for the project; 34 2. Name of the project; 35 3. The Contracting Agency named as obligee; 36 4. The amount of the bid bond stated either as a dollar figure or as a percentage which 37 represents five percent of the maximum bid amount that could be awarded; 38 5. Signature of the bidder's officer empowered to sign official statements. The signature of 39 the person authorized to submit the bid should agree with the signature on the bond, and 40 the title of the person must accompany the said signature; 41 6. The signature of the surety's officer empowered to sign the bond and the power of 42 attorney. 43 44 If so stated in the Contract Provisions, bidder must use the bond form included in the 45 Contract Provisions. 46 47 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 48 Chapel Hill Extension LID SP -6 Special Provisions 11 1-02.9 Delivery of Proposal Delete this section and replace it with the following: 6 Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project 7 Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as 8 otherwise required in the Bid Documents, to ensure proper handling and delivery. 9 10 To be considered responsive on a FHWA-funded project, the Bidder may be required to 11 submit the following items, as required by Section 1-02.6: 12 13 • UDBE Written Confirmation Document from each UDBE firm listed on the Bidder's 14 completed UDBE Utilization Certification (WSDOT 272-0560) 15 • Good Faith Effort (GFE) Documentation 16 17 These documents, if applicable, shall be received either with the Bid Proposal or as a 18 supplement to the Bid. These documents shall be received no later than 24 hours (not 19 including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. 20 21 If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed 22 envelope labeled the same as for the Proposal, with "Supplemental Information" added. All 23 other information required to be submitted with the Bid Proposal must be submitted with the 24 Bid Proposal itself, at the time stated in the Call for Bids. 25 26 The Contracting Agency will not open or consider any Bid Proposal that is received after the 27 time specified in the Invitation For Bids, or received in a location other than that specified in 28 the Call for Bids. The Contracting Agency will not open or consider any "Supplemental 29 Information" (UDBE confirmations, or GFE documentation) that is received after the time 30 specified above, or received in a location other than that specified in the Call for Bids. 31 32 33 1-02.10 Withdrawing, Revising, or Supplementing Proposal 34 (July 23, 2015 APWA GSP) 35 36 Delete this section, and replace it with the following: 37 38 After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may 39 withdraw, revise, or supplement it if: 40 41 1. The Bidder submits a written request signed by an authorized person and 42 physically delivers it to the place designated for receipt of Bid Proposals, and 43 2. The Contracting Agency receives the request before the time set for receipt of Bid 44 Proposals, and 45 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting 46 Agency before the time set for receipt of Bid Proposals. 47 48 If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received 49 before the time set for receipt of Bid Proposals, the Contracting Agency will return the 50 unopened Proposal package to the Bidder. The Bidder must then submit the revised or Chapel Hill Extension LID SP -7 Special Provisions I supplemented package in its entirety. If the Bidder does not submit a revised or 2 supplemented package, then its bid shall be considered withdrawn. 3 4 Late revised or supplemented Bid Proposals or late withdrawal requests will be date 5 recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed 6 requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. 9 1-02.13 Irregular Proposals 10 (June 20, 2017 APWA GSP) 11 12 Delete this section and replace it with the following: 13 14 1. A Proposal will be considered irregular and will be rejected if: 15 a. The Bidder is not prequalified when so required; 16 b. The authorized Proposal form furnished by the Contracting Agency is not used or 17 is altered; 18 C. The completed Proposal form contains any unauthorized additions, deletions, 19 alternate Bids, or conditions; 20 d. The Bidder adds provisions reserving the right to reject or accept the award, or 21 enter into the Contract; 22 e. A price per unit cannot be determined from the Bid Proposal; 23 f. The Proposal form is not properly executed; 24 g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, 25 as required in Section 1-02.6; 26 h. The Bidder fails to submit or properly complete an Underutilized Disadvantaged 27 Business Enterprise Certification, if applicable, as required in Section 1-02.6; 28 i. The Bidder fails to submit written confirmation from each UDBE firm listed on the 29 Bidder's completed UDBE Utilization Certification that they are in agreement with 30 the bidder's UDBE participation commitment, if applicable, as required in Section 31 1-02.6, or if the written confirmation that is submitted fails to meet the 32 requirements of the Special Provisions; 33 j The Bidder fails to submit UDBE Good Faith Effort documentation, if applicable, 34 as required in Section 1-02.6, or if the documentation that is submitted fails to 35 demonstrate that a Good Faith Effort to meet the Condition of Award was made; 36 k. The Bid Proposal does not constitute a definite and unqualified offer to meet the 37 material terms of the Bid invitation; or 38 I. More than one Proposal is submitted for the same project from a Bidder under 39 the same or different names. 40 41 2. A Proposal may be considered irregular and may be rejected if: 42 a. The Proposal does not include a unit price for every Bid item; 43 b. Any of the unit prices are excessively unbalanced (either above or below the 44 amount of a reasonable Bid) to the potential detriment of the Contracting Agency; 45 C. Receipt of Addenda is not acknowledged; 46 d. A member of a joint venture or partnership and the joint venture or partnership 47 submit Proposals for the same project (in such an instance, both Bids may be 48 rejected); or 49 e. If Proposal form entries are not made in ink. 50 Chapel Hill Extension LID SP -8 Special Provisions 1-02.14 Disqualification of Bidders (May 17, 2018 APWA GSP, Option A) Delete this section and replace it with the following: 6 A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder 7 responsibility criteria in RCW 39.04.350(1), as amended. 8 9 The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility 10 criteria in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency 11 reserves the right to request documentation as needed from the Bidder and third parties 12 concerning the Bidder's compliance with the mandatory bidder responsibility criteria. 13 14 If the Contracting Agency determines the Bidder does not meet the mandatory bidder 15 responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the 16 Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. 17 If the Bidder disagrees with this determination, it may appeal the determination within two 18 (2) business days of the Contracting Agency's determination by presenting its appeal and 19 any additional information to the Contracting Agency, The Contracting Agency will consider 20 the appeal and any additional information before issuing its final determination. If the final 21 determination affirms that the Bidder is not responsible, the Contracting Agency will not 22 execute a contract with any other Bidder until at least two business days after the Bidder 23 determined to be not responsible has received the Contracting Agency's final determination. 24 25 1-02.15 Pre Award Information 26 (August 14, 2013 APWA GSP) 27 28 Revise this section to read: 29 30 Before awarding any contract, the Contracting Agency may require one or more of these 31 items or actions of the apparent lowest responsible bidder: 32 1. A complete statement of the origin, composition, and manufacture of any or all materials 33 to be used, 34 2. Samples of these materials for quality and fitness tests, 35 3. A progress schedule (in a form the Contracting Agency requires) showing the order of 36 and time required for the various phases of the work, 37 4. A breakdown of costs assigned to any bid item, 38 5. Attendance at a conference with the Engineer or representatives of the Engineer, 39 6. Obtain, and furnish a copy of a business license to do business in the city or countv 40 where the work is located. 41 7. Any other information or action taken that is deemed necessary to ensure that the bidder 42 is the lowest responsible bidder. 43 44 45 1-03.1 Consideration of Bids 46 (January 23, 2006 APWA GSP) 47 48 Revise the first paragraph to read: 49 50 After opening and reading proposals, the Contracting Agency will check them for Chapel Hill Extension LID SP -9 Special Provisions 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for anv item and the bidder's unit The total be used by 1-03.3 Execution of Contract (October 1, 2005 APWA GSP) Revise this section to read: corrected where necessary, Contracting Agency for award purposes and to fix the amount of the contract bond. Within 10 calendar days after the award date, the successful bidder shall return the signed Contracting Agency -prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1-02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any work begin within the project limits or within Contracting Agency - furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return of the contract documents within the calendar days after the award date stated above, the Contracting Agency may grant up to a maximum of 5 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. 1-03.4 Contract Bond (July 23, 2015 APWA GSP) Delete the first paragraph and replace it with the following: The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full contract amount. The bond(s) shall: 48 1. Be on Contracting Agency -furnished form(s); 49 2. Be signed by an approved surety (or sureties) that: 50 a. Is registered with the Washington State Insurance Commissioner, and Chapel Hill Extension LID SP -10 Special Provisions I 1 b. Appears on the current Authorized Insurance List in the State of Washington 2 published by the Office of the Insurance Commissioner, 3 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and 4 conditions under the Contract, including but not limited to the duty and obligation to 5 indemnify, defend, and protect the Contracting Agency against all losses and claims 6 related directly or indirectly from any failure: 7 a. Of the Contractor (or any of the employees, subcontractors, or lower tier 8 subcontractors of the Contractor) to faithfully perform and comply with all contract 9 obligations, conditions, and duties, or 10 b. Of the Contractor (or the subcontractors or lower tier subcontractors of the 11 Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, 12 material person, or any other person who provides supplies or provisions for carrying 13 out the work; 14 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the 15 project under titles 50, 51, and 82 RCW; and 16 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the 17 bond; and 18 6. Be signed by an officer of the Contractor empowered to sign official statements (sole 19 proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by 20 the president or vice president, unless accompanied by written proof of the authority of 21 the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, 22 power of attorney, or a letter to such effect signed by the president or vice president). 23 24 25 1-03.7 Judicial Review 26 (November 30, 2098 APWA GSP) 27 28 Revise this section to read: 29 30 Any decision made by the Contracting Agency regarding the Award and execution of the 31 Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted 32 under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the 33 county where the Contracting Agency headquarters is located provided that where an 34 action is asserted against a county RCW 36.01 050 shall control venue and jurisdiction. 35 36 37 1-04 SCOPE OF WORK 38 39(...._) 40 41 Add the following section: 42 43 1-04.1(2) Bid Items not Included in the Proposal 44 45 When the Contract explicitly or implicitly specifies work that has no Bid Item included on 46 the proposal form, the Work is considered included with or incidental to other bid items 47 and no equitable adjustment will be made. 48 Chapel Hill Extension LID SP -11 Special Provisions 1 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, 2 Specifications, and Addenda 3 (March 13, 2012 APWA GSP) 4 5 Revise the second paragraph to read: 6 7 Any inconsistency in the parts of the contract shall be resolved by following this order of 8 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 9 1. Addenda, 10 2. Proposal Form, 11 3. Special Provisions, 12 4. Contract Plans, 13 5. Amendments to the Standard Specifications, 14 6. Standard Specifications, 15 7. Contracting Agency's Standard Plans or Details (if any), and 16 8. WSDOT Standard Plans for Road Bridge and Municipal Construction. 17 18 1-04.4 Changes 19 (, ....) 20 21 Section 1-04.4 is supplemented with the following: 22 23 The Contractor is responsible for determining all work, scheduling and cost impacts 24 caused by changes, and shall include such when proposing the price and time for the 25 change. No subsequent requests for compensation or time will be accepted once the 26 change has been approved or the protest period [section 1-04.5] expires. 27 28 1-04.7 Differing Site Conditions (Changed Conditions) 29 (......) 30 31 Section 1-04.7 is supplemented with the following: 32 33 The Contractor is responsible for determining all work, scheduling and cost impacts 34 caused by differing site conditions, and shall include such in the proposed price and 35 time for the change. No subsequent requests for compensation or time will be accepted 36 once the change has been approved or the protest period [section 1-04.5] expires. 37 38 39 1-05 CONTROL OF WORK 40 41 1-05.4 Conformity with Plans, Stakes, Deviation 42 43 Supplement Section 1-05.4 with the following: 44 45 (......) 46 "Blue Top" stakes shall be provided for subgrade and top course, on the Paved trail and 47 Cement concrete sidewalk center line, at a minimum of 50 -foot stations on tangent sections and 48 25 -foot stations on horizontal curves, and vertical curves. 49 Chapel Hill Extension LID SP -12 Special Provisions 1 b. Appears on the current Authorized Insurance List in the State of Washington 2 published by the Office of the Insurance Commissioner, 3 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and 4 conditions under the Contract, including but not limited to the duty and obligation to 5 indemnify, defend, and protect the Contracting Agency against all losses and claims 6 related directly or indirectly from any failure: 7 a. Of the Contractor (or any of the employees, subcontractors, or lower tier 8 subcontractors of the Contractor) to faithfully perform and comply with all contract 9 obligations, conditions, and duties, or 10 b. Of the Contractor (or the subcontractors or lower tier subcontractors of the 11 Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, 12 material person, or any other person who provides supplies or provisions for carrying 13 out the work; 14 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the 15 project under titles 50, 51, and 82 RCW; and 16 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the 17 bond; and 18 6. Be signed by an officer of the Contractor empowered to sign official statements (sole 19 proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by 20 the president or vice president, unless accompanied by written proof of the authority of 21 the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, 22 power of attorney, or a letter to such effect signed by the president or vice president). 23 24 25 1-03.7 Judicial Review 26 (November 30, 2018 APWA GSP) 27 28 Revise this section to read: 29 30 Any decision made by the Contracting Agency regarding the Award and execution of the 31 Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted 32 under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the 33 county where the Contracting Agency headquarters is located provided that where an 34 action is asserted against a county, RCW 36.01 050 shall control venue and iurisdiction. 35 36 37 1-04 SCOPE OF WORK 38 39 40 41 Add the following section: 42 43 1-04.1(2) Bid Items not Included in the Proposal 44 45 When the Contract explicitly or implicitly specifies work that has no Bid Item included on 46 the proposal form, the Work is considered included with or incidental to other bid items 47 and no equitable adjustment will be made. 48 Chapel Hill Extension LID SP -11 Special Provisions 1 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, 2 Specifications, and Addenda 3 (March 13, 2012 APWA GSP) 4 5 Revise the second paragraph to read: 6 7 Any inconsistency in the parts of the contract shall be resolved by following this order of 8 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 9 1. Addenda, 10 2. Proposal Form, 11 3. Special Provisions, 12 4. Contract Plans, 13 5. Amendments to the Standard Specifications, 14 6. Standard Specifications, 15 7. Contracting Agency's Standard Plans or Details (if any), and 16 8. WSDOT Standard Plans for Road Bridge and Municipal Construction. 17 18 1-04.4 Changes 19(...., ) 20 21 Section 1-04.4 is supplemented with the following: 22 23 The Contractor is responsible for determining all work, scheduling and cost impacts 24 caused by changes, and shall include such when proposing the price and time for the 25 change. No subsequent requests for compensation or time will be accepted once the 26 change has been approved or the protest period [section 1-04.51 expires. 27 28 1-04.7 Differing Site Conditions (Changed Conditions) 29(..... ) 30 31 Section 1-04.7 is supplemented with the following: 32 33 The Contractor is responsible for determining all work, scheduling and cost impacts 34 caused by differing site conditions, and shall include such in the proposed price and 35 time for the change. No subsequent requests for compensation or time will be accepted 36 once the change has been approved or the protest period [section 1-04.5] expires. 37 38 39 1-05 CONTROL OF WORK 40 41 1-05.4 Conformity with Plans, Stakes, Deviation 42 43 Supplement Section 1-05.4 with the following: 44 45 (......) 46 "Blue Top" stakes shall be provided for subgrade and top course, on the Paved trail and 47 Cement concrete sidewalk center line, at a minimum of 50 -foot stations on tangent sections and 48 25 -foot stations on horizontal curves, and vertical curves. 49 Chapel Hill Extension LID SP -12 Special Provisions C1 1 2 1-05.7 Removal of Defective and Unauthorized Work 3 (October 1, 2005 APWA GSP) 4 5 Supplement this section with the following: 6 7 If the Contractor fails to remedy defective or unauthorized work within the time specified in a 8 written notice from the Engineer, or fails to perform any part of the work required by the 9 Contract Documents, the Engineer may correct and remedy such work as may be identified 10 in the written notice, with Contracting Agency forces or by such other means as the 11 Contracting Agency may deem necessary. 12 13 If the Contractor fails to comply with a written order to remedy what the Engineer determines 14 to be an emergency situation, the Engineer may have the defective and unauthorized work 15 corrected immediately, have the rejected work removed and replaced, or have work the 16 Contractor refuses to perform completed by using Contracting Agency or other forces. An 17 emergency situation is any situation when, in the opinion of the Engineer, a delay in its 18 remedy could be potentially unsafe, or might cause serious risk of loss or damage to the 19 public. 20 21 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and 22 remedying defective or unauthorized work, or work the Contractor failed or refused to 23 perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from 24 monies due, or to become due, the Contractor. Such direct and indirect costs shall include in 25 particular, but without limitation, compensation for additional professional services required, 26 and costs for repair and replacement of work of others destroyed or damaged by correction, 27 removal, or replacement of the Contractor's unauthorized work. 28 29 No adjustment in contract time or compensation will be allowed because of the delay in the 30 performance of the work attributable to the exercise of the Contracting Agency's rights 31 provided by this Section. 32 33 The rights exercised under the provisions of this section shall not diminish the Contracting 34 Agency's right to pursue any other avenue for additional remedy or damages with respect to 35 the Contractor's failure to perform the work as required. 36 37 38 1-05.10 Guarantees 39 40 41 Add to Section 1-05.10 the following: 42 43 The work furnished under these specifications shall be guaranteed for a period of one (1) 44 year from the date of acceptance by the City Council, against defective materials, equipment, and 45 workmanship. Upon receipt of notice from the City of failure of any part of the material, equipment 46 or workmanship during the guarantee period, the affected part or parts shall be replaced with new 47 material or equipment by and at the expense of the Contractor. 48 49 Chapel Hill Extension LID SP -13 Special Provisions 1 1-05.11 Final Inspection 2 3 Delete this section and replace it with the following: 4 5 1-05.11 Final Inspections and Operational Testing 6 (October 1, 2005 APWA GSP) 7 8 1-05.11(1) Substantial Completion Date 9 10 When the Contractor considers the work to be substantially complete, the Contractor shall 11 so notify the Engineer and request the Engineer establish the Substantial Completion Date. 12 The Contractor's request shall list the specific items of work that remain to be completed in 13 order to reach physical completion. The Engineer will schedule an inspection of the work 14 with the Contractor to determine the status of completion. The Engineer may also establish 15 the Substantial Completion Date unilaterally. 16 17 If, after this inspection, the Engineer concurs with the Contractor that the work is 18 substantially complete and ready for its intended use, the Engineer, by written notice to the 19 Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer 20 does not consider the work substantially complete and ready for its intended use, the 21 Engineer will, by written notice, so notify the Contractor giving the reasons therefor. 22 23 Upon receipt of written notice concurring in or denying substantial completion, whichever is 24 applicable, the Contractor shall pursue vigorously, diligently and without unauthorized 25 interruption, the work necessary to reach Substantial and Physical Completion. The 26 Contractor shall provide the Engineer with a revised schedule indicating when the 27 Contractor expects to reach substantial and physical completion of the work. 28 29 The above process shall be repeated until the Engineer establishes the Substantial 30 Completion Date and the Contractor considers the work physically complete and ready for 31 final inspection. 32 33 1-05.11(2) Final Inspection and Physical Completion Date 34 35 When the Contractor considers the work physically complete and ready for final inspection, 36 the Contractor by written notice, shall request the Engineer to schedule a final inspection. 37 The Engineer will set a date for final inspection. The Engineer and the Contractor will then 38 make a final inspection and the Engineer will notify the Contractor in writing of all particulars 39 in which the final inspection reveals the work incomplete or unacceptable. The Contractor 40 shall immediately take such corrective measures as are necessary to remedy the listed 41 deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption 42 until physical completion of the listed deficiencies. This process will continue until the 43 Engineer is satisfied the listed deficiencies have been corrected. 44 45 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the 46 written notice listing the deficiencies, the Engineer may, upon written notice to the 47 Contractor, take whatever steps are necessary to correct those deficiencies pursuant to 48 Section 1-05.7. 49 The Contractor will not be allowed an extension of contract time because of a delay in the 50 performance of the work attributable to the exercise of the Engineer's right hereunder. 51 Chapel Hill Extension LID SP -14 Special Provisions 1 Upon correction of all deficiencies, the Engineer will notify the Contractor and the 2 Contracting Agency, in writing, of the date upon which the work was considered physically 3 complete. That date shall constitute the Physical Completion Date of the contract, but shall 4 not imply acceptance of the work or that all the obligations of the Contractor under the 5 contract have been fulfilled. 7 1-05.11(3) Operational Testing 8 9 It is the intent of the Contracting Agency to have at the Physical Completion Date a 10 complete and operable system. Therefore when the work involves the installation of 11 machinery or other mechanical equipment; street lighting, electrical distribution or signal 12 systems; irrigation systems; buildings; or other similar work it may be desirable for the 13 Engineer to have the Contractor operate and test the work for a period of time after final 14 inspection but prior to the physical completion date. Whenever items of work are listed in the 15 Contract Provisions for operational testing they shall be fully tested under operating 16 conditions for the time period specified to ensure their acceptability prior to the Physical 17 Completion Date. During and following the test period, the Contractor shall correct any items 18 of workmanship, materials, or equipment which prove faulty, or that are not in first class 19 operating condition. Equipment, electrical controls, meters, or other devices and equipment 20 to be tested during this period shall be tested under the observation of the Engineer, so that 21 the Engineer may determine their suitability for the purpose for which they were installed. 22 The Physical Completion Date cannot be established until testing and corrections have been 23 completed to the satisfaction of the Engineer. 24 25 The costs for power, gas, labor, material, supplies, and everything else needed to 26 successfully complete operational testing, shall be included in the unit contract prices 27 related to the system being tested, unless specifically set forth otherwise in the proposal. 28 29 Operational and test periods, when required by the Engineer, shall not affect a 30 manufacturer's guaranties or warranties furnished under the terms of the contract. 31 32 33 34 1-05.12 Final Acceptance 35 36 Add to Section 1-05.12 the following: 37 38 (......) 39 Prior to Final Acceptance the Contractor shall satisfy the requirements of the Record 40 Drawing First Submittal as described in 1-11 Record Drawings. 41 Prior to Physical Completion the Contractor shall complete all the requirements 42 described in 1-22 Record Drawings. 43 44 45 Add the following new section: 46 47 1-05.12(1) One -Year Guarantee Period 48 (March 8, 2013 APWA GSP) 49 50 The Contractor shall return to the project and repair or replace all defects in workmanship 51 and material discovered within one year after Final Acceptance of the Work. The Contractor shall Chapel Hill Extension LID SP -15 Special Provisions 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 start work to remedy any such defects within 7 calendar days of receiving Contracting Agency's written notice of a defect, and shall complete such work within the time stated in the Contracting Agency's notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency's own forces or another contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor. When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one year after acceptance of the corrections by Contracting Agency. This guarantee is supplemental to and does not limit or affect the requirements that the Contractor's work comply with the requirements of the Contract or any other legal rights or remedies of the Contracting Agency. 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14, 2013 APWA GSP) Delete the sixth and seventh paragraphs of this section. Add the following new section: 1-05.16 Water and Power (October 1, 2005 APWA GSP) 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 and water as a pay item. 1-06.6 Recycled Materials (January 4, 2016 APWA GSP) Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. 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. Chapel Hill Extension LID SP -16 Special Provisions U 1 1-07.1 Laws to be Observed 2 (October 1, 2005 APWA GSP) 3 4 Supplement this section with the following: 5 6 In cases of conflict between different safety regulations, the more stringent regulation 7 shall apply. 8 9 The Washington State Department of Labor and Industries shall be the sole and 10 paramount administrative agency responsible for the administration of the provisions of the 11 Washington Industrial Safety and Health Act of 1973 (WISHA). 12 13 The Contractor shall maintain at the project site office, or other well known place at the 14 project site, all articles necessary for providing first aid to the injured. The Contractor shall 15 establish, publish, and make known to all employees, procedures for ensuring immediate 16 removal to a hospital, or doctor's care, persons, including employees, who may have been 17 injured on the project site. Employees should not be permitted to work on the project site 18 before the Contractor has established and made known procedures for removal of injured 19 persons to a hospital or a doctor's care. 20 21 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of 22 the Contractor's plant, appliances, and methods, and for any damage or injury resulting from 23 their failure, or improper maintenance, use, or operation. The Contractor shall be solely and 24 completely responsible for the conditions of the project site, including safety for all persons 25 and property in the performance of the work. This requirement shall apply continuously, and 26 not be limited to normal working hours. The required or implied duty of the Engineer to 27 conduct construction review of the Contractor's performance does not, and shall not, be 28 intended to include review and adequacy of the Contractor's safety measures in, on, or near 29 the project site. 30 31 32 1-07.2 State Taxes 33 34 Delete this section, including its sub -sections, in its entirety and replace it with the following: 35 36 1-07.2 State Sales Tax 37 (June 27, 2011 APWA GSP) 38 39 The Washington State Department of Revenue has issued special rules on the State sales 40 tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor 41 should contact the Washington State Department of Revenue for answers to questions in 42 this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid 43 on a misunderstood tax liability. 44 45 The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract 46 amounts. In some cases, however, state retail sales tax will not be included. Section 1- 47 07.2(2) describes this exception. 48 49 The Contracting Agency will pay the retained percentage (or release the Contract Bond if a 50 FHWA-funded Project) only if the Contractor has obtained from the Washington State 51 Department of Revenue a certificate showing that all contract -related taxes have been paid Chapel Hill Extension LID SP -17 Special Provisions 1 (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor 2 any amount the Contractor may owe the Washington State Department of Revenue, 3 whether the amount owed relates to this contract or not. Any amount so deducted will be 4 paid into the proper State fund. 5 6 1-07.2(1) State Sales Tax— Rule 171 7 8 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, 9 roads, etc., which are owned by a municipal corporation, or political subdivision of the state, 10 or by the United States, and which are used primarily for foot or vehicular traffic. This 11 includes storm or combined sewer systems within and included as a part of the street or 12 road drainage system and power lines when such are part of the roadway lighting system. 13 For work performed in such cases, the Contractor shall include Washington State Retail 14 Sales Taxes in the various unit bid item prices, or other contract amounts, including those 15 that the Contractor pays on the purchase of the materials, equipment, or supplies used or 16 consumed in doing the work. 17 18 1-07.2(2) State Sales Tax — Rule 170 19 20 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or 21 existing buildings, or other structures, upon real property. This includes, but is not limited to, 22 the construction of streets, roads, highways, etc., owned by the state of Washington; water 23 mains and their appurtenances; sanitary sewers and sewage disposal systems unless such 24 sewers and disposal systems are within, and a part of, a street or road drainage system; 25 telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above 26 streets or roads, unless such power lines become a part of a street or road lighting system; 27 and installing or attaching of any article of tangible personal property in or to real property, 28 whether or not such personal property becomes a part of the realty by virtue of installation. 29 30 For work performed in such cases, the Contractor shall collect from the Contracting Agency, 31 retail sales tax on the full contract price. The Contracting Agency will automatically add this 32 sales tax to each payment to the Contractor. For this reason, the Contractor shall not 33 include the retail sales tax in the unit bid item prices, or in any other contract amount subject 34 to Rule 170, with the following exception. 35 36 Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or 37 a subcontractor makes on the purchase or rental of tools, machinery, equipment, or 38 consumable supplies not integrated into the project. Such sales taxes shall be included in 39 the unit bid item prices or in any other contract amount. 40 41 1-07.2(3) Services 42 43 The Contractor shall not collect retail sales tax from the Contracting Agency on any contract 44 wholly for professional or other services (as defined in Washington State Department of 45 Revenue Rules 138 and 244). 46 47 48 1-07.5(1) General 49 50 Replace Section 1-07.5(1), item 4 with the following: 51 Chapel Hill Extension LID SP -18 Special Provisions I (.»..,) 2 4. Dumping of material removed from catch basins and other storm drain structures into 3 the right of way, sanitary sewer or storm drain system is prohibited. Contractor's caught 4 disposing of materials in this manner will be assessed damages and fines. 5 6 7 1-07.18 Public Liability and Property Damage Insurance 8 9 Delete this section in its entirety, and replace it with the following: 10 11 1-07.18 Insurance 12 (January 4, 2016 APWA GSP) 13 14 1-07.18(1) General Requirements 15 A. The Contractor shall procure and maintain the insurance described in all subsections of 16 section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of 17 not less than A-: VII and licensed to do business in the State of Washington. The 18 Contracting Agency reserves the right to approve or reject the insurance provided, based on 19 the insurer's financial condition. 20 21 B. The Contractor shall keep this insurance in force without interruption from the 22 commencement of the Contractor's Work through the term of the Contract and for thirty (30) 23 days after the Physical Completion date, unless otherwise indicated below. 24 25 C. If any insurance policy is written on a claims made form, its retroactive date, and that of all 26 subsequent renewals, shall be no later than the effective date of this Contract. The policy 27 shall state that coverage is claims made, and state the retroactive date. Claims -made form 28 coverage shall be maintained by the Contractor for a minimum of 36 months following the 29 Completion Date or earlier termination of this Contract, and the Contractor shall annually 30 provide the Contracting Agency with proof of renewal. If renewal of the claims made form of 31 coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase 32 an extended reporting period ("tail") or execute another form of guarantee acceptable to the 33 Contracting Agency to assure financial responsibility for liability for services performed. 34 35 D. The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella 36 Liability insurance policies shall be primary and non-contributory insurance as respects the 37 Contracting Agency's insurance, self-insurance, or self-insured pool coverage. Any insurance, 38 self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be 39 excess of the Contractor's insurance and shall not contribute with it. 40 41 E. The Contractor shall provide the Contracting Agency and all additional insureds with written 42 notice of any policy cancellation, within two business days of their receipt of such notice. 43 44 F. The Contractor shall not begin work under the Contract until the required insurance has 45 been obtained and approved by the Contracting Agency 46 47 G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a 48 material breach of contract, upon which the Contracting Agency may, after giving five 49 business days' notice to the Contractor to correct the breach, immediately terminate the 50 Contract or, at its discretion, procure or renew such insurance and pay any and all premiums 51 in connection therewith, with any sums so expended to be repaid to the Contracting Agency Chapel Hill Extension LID SP -19 Special Provisions I on demand, or at the sole discretion of the Contracting Agency, offset against funds due the 2 Contractor from the Contracting Agency. 3 4 H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of 5 the Contract and no additional payment will be made. 6 7 1-07.18(2) Additional Insured 8 All insurance policies, with the exception of Workers Compensation, and of Professional 9 Liability and Builder's Risk (if required by this Contract) shall name the following listed entities 10 as additional insured(s) using the forms or endorsements required herein: 11 the Contracting Agency and its officers, elected officials, employees, agents, and 12 volunteers 13 14 The above -listed entities shall be additional insured(s) for the full available limits of liability 15 maintained by the Contractor, irrespective of whether such limits maintained by the Contractor 16 are greater than those required by this Contract, and irrespective of whether the Certificate of 17 Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those 18 maintained by the Contractor. 19 20 For Commercial General Liability insurance coverage, the required additional insured 21 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations 22 and CG 20 37 10 01 for completed operations. 23 24 1-07.18(3) Subcontractors 25 The Contractor shall cause each Subcontractor of every tier to provide insurance coverage 26 that complies with all applicable requirements of the Contractor -provided insurance as set forth 27 herein, except the Contractor shall have sole responsibility for determining the limits of coverage 28 required to be obtained by Subcontractors. 29 30 The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 31 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by that 32 section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 33 01 for ongoing operations and CG 20 37 10 01 for completed operations. 34 35 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 36 Agency evidence of insurance and copies of the additional insured endorsements of each 37 Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 38 39 1-07.18(4) Verification of Coverage 40 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 41 endorsements for each policy of insurance meeting the requirements set forth herein when the 42 Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand 43 such verification of coverage with these insurance requirements or failure of Contracting Agency 44 to identify a deficiency from the insurance documentation provided shall not be construed as a 45 waiver of Contractor's obligation to maintain such insurance. 46 47 Verification of coverage shall include: 48 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 49 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 50 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit Chapel Hill Extension LID SP -20 Special Provisions 1 a copy of any blanket additional insured clause from its policies instead of a separate 2 endorsement. 3 3. Any other amendatory endorsements to show the coverage required herein. 4 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these 5 requirements — actual endorsements must be submitted. 6 7 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 8 Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is required 9 on this Project, a full and certified copy of that policy is required when the Contractor delivers 10 the signed Contract for the work. 11 12 1-07.18(5) Coverages and Limits 13 The insurance shall provide the minimum coverages and limits set forth below. Contractor's 14 maintenance of insurance, its scope of coverage, and limits as required herein shall not be 15 construed to limit the liability of the Contractor to the coverage provided by such insurance, or 16 otherwise limit the Contracting Agency's recourse to any remedy available at law or in equity. 17 18 All deductibles and self-insured retentions must be disclosed and are subject to approval by 19 the Contracting Agency. The cost of any claim payments falling within the deductible or self - 20 insured retention shall be the responsibility of the Contractor. In the event an additional insured 21 incurs a liability subject to any policy's deductibles or self-insured retention, said deductibles or 22 self-insured retention shall be the responsibility of the Contractor. 23 24 1-07.18(5)A Commercial General Liability 25 Commercial General Liability insurance shall be written on coverage forms at least as broad 26 as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, 27 operations, stop gap liability, independent contractors, products -completed operations, personal 28 and advertising injury, and liability assumed under an insured contract. There shall be no 29 exclusion for liability arising from explosion, collapse or underground property damage. 30 31 The Commercial General Liability insurance shall be endorsed to provide a per project general 32 aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. 33 34 Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's 35 completed operations for at least three years following Substantial Completion of the Work. 36 37 Such policy must provide the following minimum limits: 38 $1,000,000 Each Occurrence 39 $2,000,000 General Aggregate 40 $2,000,000 Products & Completed Operations Aggregate 41 $1,000,000 Personal & Advertising Injury each offence 42 $1,000,000 Stop Gap / Employers' Liability each accident 43 44 1-07.18(5)B Automobile Liability 45 Automobile Liability shall cover owned, non -owned, hired, and leased vehicles; and shall be 46 written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the 47 transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 48 endorsements. 49 Chapel Hill Extension LID SP -21 Special Provisions 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Such policy must provide the following minimum limit: $1,000,000 Combined single limit each accident 1-07.18(5)C Workers' Compensation The Contractor shall comply with Workers' Insurance laws of the State of Washington. 1-07.24 Rights of Way (July 23, 2015 APWA GSP) Compensation coverage as required by the Industrial Delete this section and replace it with the following: Street Right of Way lines, limits of easements, and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly issued Addendum. Whenever any of the work is accomplished on or through property other than public Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in the Plans. 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. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of Chapel Hill Extension LID 8P_22 Special Provisions 1 a release, that the restoration of the property has been satisfactorily accomplished. The 2 statement shall include the parcel number, address, and date of signature. Written releases 3 must be filed with the Engineer before the Completion Date will be established. 4 5 1-08 PROSECUTION AND PROGRESS 6 7 Add the following new section: 9 1-08.0 Preliminary Matters 10 (May 25, 2006 APWA GSP) 11 12 13 Add the following new section: 14 15 1-08.0(1) Preconstruction Conference 16 (October 10, 2008 APWA GSP) 17 18 Prior to the Contractor beginning the work, a preconstruction conference will be held between 19 the Contractor, the Engineer and such other interested parties as may be invited. The purpose 20 of the preconstruction conference will be: 21 1. To review the initial progress schedule; 22 2. To establish a working understanding among the various parties associated or 23 affected by the work; 24 3. To establish and review procedures for progress payment, notifications, approvals, 25 submittals, etc.; 26 4. To establish normal working hours for the work; 27 5. To review safety standards and traffic control; and 28 6. To discuss such other related items as may be pertinent to the work. 29 30 The Contractor shall prepare and submit at the preconstruction conference the following: 31 1. A breakdown of all lump sum items; 32 2. A preliminary schedule of working drawing submittals; and 33 3. A list of material sources for approval if applicable. 34 35 Add the following new section: 36 37 1-08.0(2) Hours of Work 38 (December 8, 2014 APWA GSP) 39 40 Except in the case of emergency or unless otherwise approved by the Engineer, the 41 normal working hours for the Contract shall be any consecutive 8 -hour period between 42 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the 43 Contractor desires different than the normal working hours stated above, the request must 44 be submitted in writing prior to the preconstruction conference, subject to the provisions 45 below. The working hours for the Contract shall be established at or prior to the 46 preconstruction conference. 47 48 All working hours and days are also subject to local permit and ordinance conditions (such 49 as noise ordinances). 50 Chapel Hill Extension LID SP -23 Special Provisions I If the Contractor wishes to deviate from the established working hours, the Contractor 2 shall submit a written request to the Engineer for consideration. This request shall state 3 what hours are being requested, and why. Requests shall be submitted for review no later 4 than 1 week prior to the day(s) the Contractor is requesting to change the hours. 5 6 If the Contracting Agency approves such a deviation, such approval may be subject to 7 certain other conditions, which will be detailed in writing. For example: 8 1. On non -Federal aid projects, requiring the Contractor to reimburse the Contracting 9 Agency for the costs in excess of straight -time costs for Contracting Agency 10 representatives who worked during such times. (The Engineer may require 11 designated representatives to be present during the work. Representatives who may 12 be deemed necessary by the Engineer include, but are not limited to: survey crews; 13 personnel from the Contracting Agency's material testing lab; inspectors; and other 14 Contracting Agency employees or third party consultants when, in the opinion of the 15 Engineer, such work necessitates their presence.) 16 2. Considering the work performed on Saturdays, Sundays, and holidays as working 17 days with regard to the contract time. 18 3. Considering multiple work shifts as multiple working days with respect to contract time 19 even though the multiple shifts occur in a single 24-hour period. 20 4. If a 4-10 work schedule is requested and approved the non working day for the week 21 will be charged as a working day. 22 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and 23 recorded properly on certified payroll 24 25 1-08.1 Subcontracting 26 (November 30, 2018 APWA GSP, Option 8) 27 28 Delete the eighth paragraph. 29 30 1-08.4 Prosecution of Work 31 32 Delete this section and replace it with the following: 33 34 1-08.4 Notice to Proceed and Prosecution of Work 35 (July 23, 2015 APWA GSP) 36 37 Notice to Proceed will be given after the contract has been executed and the contract 38 bond and evidence of insurance have been approved and filed by the Contracting 39 Agency. The Contractor shall not commence with the work until the Notice to Proceed 40 has been given by the Engineer. The Contractor shall commence construction activities 41 on the project site within ten days of the Notice to Proceed Date, unless otherwise 42 approved in writing. The Contractor shall diligently pursue the work to the physical 43 completion date within the time specified in the contract. Voluntary shutdown or slowing 44 of operations by the Contractor shall not relieve the Contractor of the responsibility to 45 complete the work within the time(s) specified in the contract. 46 47 When shown in the Plans, the first order of work shall be the installation of high visibility 48 fencing to delineate all areas for protection or restoration, as described in the Contract. 49 Installation of high visibility fencing adjacent to the roadway shall occur after the 50 placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). 51 Upon construction of the fencing, the Contractor shall request the Engineer to inspect Chapel Hill Extension LID SP -24 Special Provisions H- the fence. No other work shall be performed on the site until the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 5 1-08.9 Liquidated Damages 6 (August 14, 2013 APWA GSP) 7 8 Revise the fourth paragraph to read: 9 10 When the Contract Work has progressed to Substantial Completion as defined in the 11 Contract, the Engineer may determine that the work is Substantially Complete. The 12 Engineer will notify the Contractor in writing of the Substantial Completion Date. For 13 overruns in Contract time occurring after the date so established, the formula for 14 liquidated damages shown above will not apply. For overruns in Contract time occurring 15 after the Substantial Completion Date, liquidated damages shall be assessed on the 16 basis of direct engineering and related costs assignable to the project until the actual 17 Physical Completion Date of all the Contract Work. The Contractor shall complete the 18 remaining Work as promptly as possible. Upon request by the Project Engineer, the 19 Contractor shall furnish a written schedule for completing the physical Work on the 20 Contract. 21 22 1-09.2(5) Measurement 23 (May 2, 2017 APWA GSP) 24 25 Revise the first paragraph to read: 26 27 Scale Verification Checks — At the Engineer's discretion the Engineer may perform 28 verification checks on the accuracy of each batch, hopper, or platform scale used in 29 weighing contract items of Work. 30 31 1-09.9 Payments 32 (March 13, 2012 APWA GSP) 33 34 Delete the first four paragraphs and replace them with the following: 35 36 The basis of payment will be the actual quantities of Work performed according to the 37 Contract and as specified for payment. 38 39 The Contractor shall submit a breakdown of the cost of lump sum bid items at the 40 Preconstruction Conference, to enable the Project Engineer to determine the Work 41 performed on a monthly basis. A breakdown is not required for lump sum items that 42 include a basis for incremental payments as part of the respective Specification. Absent 43 a lump sum breakdown, the Project Engineer will make a determination based on 44 information available. The Project Engineer's determination of the cost of work shall be 45 final. 46 47 Progress payments for completed work and material on hand will be based upon progress 48 estimates prepared by the Engineer. A progress estimate cutoff date will be established 49 at the preconstruction conference. 50 Chapel Hill Extension LID SP -25 Special Provisions The initial progress estimate will be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. 7 8 The value of the progress estimate will be the sum of the following: 9 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units 10 of work completed multiplied by the unit price. 11 2. Lump Sum Items in the Bid Form — based on the approved Contractor's lump 12 sum breakdown for that item, or absent such a breakdown, based on the 13 Engineer's determination. 14 3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job 15 site or other storage area approved by the Engineer. 16 4. Change Orders — entitlement for approved extra cost or completed extra work 17 as determined by the Engineer. 18 19 Progress payments will be made in accordance with the progress estimate less: 20 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 21 2. The amount of progress payments previously made; and 22 3. Funds withheld by the Contracting Agency for disbursement in accordance with 23 the Contract Documents. 24 25 Progress payments for work performed shall not be evidence of acceptable performance 26 or an admission by the Contracting Agency that any work has been satisfactorily 27 completed. The determination of payments under the contract will be final in accordance 28 with Section 1 05.1. 29 30 Supplement this section with the following: 31 32 Lump sum item breakdowns are not required when the bid price for the lump sum item is 33 less than $20,000. 34 35 1-09.11(3) Time Limitation and Jurisdiction 36 (November 30, 2018 APWA GSP) 37 38 Revise this section to read: 39 40 For the convenience of the parties to the Contract it is mutually agreed by the parties 41 that any claims or causes of action which the Contractor has against the Contracting Agency 42 arising from the Contract shall be brought within 180 calendar days from the date of final 43 acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further 44 agreed that any such claims or causes of action shall be brought only in the Superior Court 45 of the county where the Contracting Agency headquarters is located, provided that where 46 an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 47 The parties understand and agree that the Contractor's failure to bring suit within the time 48 period provided, shall be a complete bar to any such claims or causes of action. It is further 49 mutually agreed by the parties that when any claims or causes of action which the 50 Contractor asserts against the Contracting Agency arising from the Contract are filed with 51 the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Chapel Hill Extension LID SP -26 Special Provisions 1 Agency to have timely access to any records deemed necessary by the Contracting Agency 2 to assist in evaluating the claims or action. 3 4 1-09.13(3) Claims $250,000 or Less 5 (October 1, 2005 APWA GSP) 7 Delete this section and replace it with the following: 8 9 The Contractor and the Contracting Agency mutually agree that those claims that total 10 $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by 11 nonbinding ADR processes, shall be resolved through litigation unless the parties mutually 12 agree in writing to resolve the claim through binding arbitration. 13 14 Insert the following to create Section 1-10 15 1-10 TEMPORARY TRAFFIC CONTROL 16 17 1-10.1 General Requirements 18(..... ) 19 20 Supplement Section 1-10.1 with the following: 21 22 The intersection of Chapel Hill and Road 84 shall remain open to two-way traffic for the 23 duration of the project, with the following exceptions pertaining to work at the 24 intersection: 25 One 1 -day closure is permitted for demolition. 26 One 2 -day closure is permitted for the installation of concrete curbing. 27 One 2 -day closure is permitted for final grading and paving operations. 28 29 1-10.1(1) Materials 30 31 32 The following material reference is deleted from this section: 33 34 Barrier Drums 9-35.8 35 36 1-10.1(2) Description 37(..... ) 38 39 The first paragraph of Section 1-10.1(2) is revised to read: 40 41 The Contractor shall provide flaggers, and all other personnel required for labor for traffic control 42 activities and not otherwise specified as being furnished by the Contracting Agency. 43 44 45 1-10.2 Traffic Control Management 46 47 GENERAL 48 (January 3, 2017 WSDOT GSP) 49 Section 1-10.2(1) 50 51 Supplement section 1-10.2(1) with the following: Chapel Hill Extension LID SP -27 Special Provisions 2 Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the 3 State of Washington. The Traffic Control Supervisor shall be certified by one of the 4 following: 5 6 The Northwest Laborers -Employers Training Trust 7 27055 Ohio Ave. 8 Kingston, WA 98346 9 (360) 297-3035 10 11 Evergreen Safety Council 12 12545 135th Ave. NE 13 Kirkland, WA 98034-8709 14 1-800-521-0778 15 16 The American Traffic Safety Services Association 17 15 Riverside Parkway, Suite 100 18 Fredericksburg, Virginia 22406-1022 19 Training Dept. Toll Free (877) 642-4637 20 Phone: (540) 368-1701 21 22 In the third paragraph, the first two sentences are revised to read: 23 24 The primary and alternate TCS shall be certified by one of the organizations listed in the 25 Special Provisions. Possession of a current Washington State TCS card and flagging card by 26 the primary and alternate TCS is mandatory. 27 28 1-10.2(1)6 Traffic Control Supervisor 29 (......) 30 31 The first paragraph is revised to read: 32 33 A Traffic Control Supervisor (TCS) shall be present on the project whenever flagging or 34 other traffic control labor is being utilized or less frequently, as authorized by the Engineer. 35 36 The last paragraph is revised to read: 37 38 The TCS may perform the Work described in Section 1-10.3(1)A Flaggers or in Section 39 1-10.3(1)B Other Traffic Control Labor and be compensated under those Bid items, provided 40 that the duties of the TCS are accomplished. 41 42 1-10.2(2) Traffic Control Plans 43 �......� 44 45 The first paragraph is revised to read: 46 47 The traffic control plan or plans appearing in the Contract documents show a method of 48 handling vehicle, bicycle, and pedestrian traffic. All construction signs, flaggers, and other traffic 49 control devices are shown on the traffic control plan(s) except for emergency situations. If the 50 Contractor proposes adding the use of flaggers to a plan, this will constitute a modification 51 requiring approval by the Engineer. The modified plans shall show locations for all the required Chapel Hill Extension LID SP -28 Special Provisions E I advance warning signs and a safe, protected location for the flagging station. If flagging is to be 2 performed during hours of darkness, the plan shall include appropriate illumination for the 3 flagging station. In the second paragraph, the second sentence is revised to read: 7 Any Contractor -proposed modification, supplement or replacement shall show the 8 necessary construction signs, flaggers, and other traffic control devices required to support the 9 Work. 10 11 1-10.2(3) Conformance to Established Standards 12 ......) 13 14 In the second paragraph, the second sentence is revised to read: 15 16 The National Cooperative Highway Research Project (NCHRP) Report 350 and the 17 AASHTO Manual for Assessing Safety Hardware (MASH) have established requirements for 18 crash testing. 19 20 In the third paragraph, "NCHRP 350" is revised to read "NCHRP 350 or MASH". 21 22 In the fourth paragraph, "NCHRP 350" is revised to read "NCHRP 350 or MASH". 23 24 In the fifth paragraph, "NCHRP 350" is revised to read "NCHRP 350 or MASH". 25 26 1-10.3(1) Traffic Control Labor 27 28 29 The first paragraph is revised to read: 30 31 The Contractor shall furnish all personnel for flagging, for the execution of all procedures 32 related to temporary traffic control and for the setup, maintenance and removal of all temporary 33 traffic control devices and construction signs necessary to control vehicular, bicycle, and 34 pedestrian traffic during construction operations. 35 36 1-10.3(1)A Flaggers and Spotters 37 (......) 38 39 This section's title is revised to read: 40 41 Flaggers 42 43 The first paragraph is revised to read: 44 45 Flaggers shall be posted where shown on approved Traffic Control Plans or where 46 directed by the Engineer. All flaggers shall possess a current flagging card issued by the State 47 of Washington, Oregon, Montana, or Idaho. The flagging card shall be immediately available 48 and shown to the Contracting Agency upon request. 49 50 The last paragraph is deleted. 51 Chapel Hill Extension LID SP -29 Special Provisions 1 1-10.3(1)B Other Traffic Control Labor 3 4 This section is revised to read: 5 6 In addition to flagging duties, the Contractor shall provide personnel for all other traffic 7 control procedures required by the construction operations and for the labor to install, maintain 8 and remove any traffic control devices shown on Traffic Control Plans. 9 10 1-10.3(3)B Sequential Arrow Signs 11 12 13 This section is supplemented with the following: 14 15 A sequential arrow sign is required for all lane closure tapers on a multilane facility. A 16 separate sequential arrow sign shall be used for each closed lane. The arrow sign shall not be 17 used to laterally shift traffic. When used in the caution mode, the four corner mode shall be 18 used. 19 20 1-10.3(3)C Portable Changeable Message Signs 21 ......) 22 23 This section is revised to read: 24 25 Where shown on an approved traffic control plan or where ordered by the Engineer, the 26 Contractor shall provide, operate, and maintain portable changeable message signs (PCMS). A 27 PCMS shall be placed behind a barrier or guardrail whenever possible, but shall at a minimum 28 provide 4 ft. of lateral clearance to edge of travelled lane and be delineated by channelization 29 devices. The Contractor shall remove the PCMS from the clear zone when not in use unless 30 protected by barrier or guardrail. 31 32 1-10.3(3)F Barrier Drums 33 (......� 34 35 This section including title is deleted in its entirety. 36 37 1-10.3(3)K Portable Temporary Traffic Control Signal 38(..... ) 39 40 The fifth paragraph is revised to read: 41 42 The Project Engineer or designee will inspect the signal system at initial 43 installation/operation and approve the signal timing. Final approval will be based on the results 44 of the operational inspection. 45 46 1-10.4(2) Item Bids With Lump Sum for Incidentals 47 (......) 48 49 In the second paragraph, the first and second sentences are revised to read: 50 Chapel Hill Extension LID SP -30 Special Provisions 1 "Flaggers" will be measured by the hour. Hours will be measured for each flagging 2 station, shown on an approved Traffic Control Plan, when that station is staffed in accordance 3 with Section 1-10.3(1)A. 4 5 The first sentence of the last bulleted item in this section is revised to read: 6 7 Installing and removing Barricades, Traffic Safety Drums, Cones, Tubular Markers and 8 Warning Lights and Flashers to carry out approved Traffic Control Plan(s). 9 10 1-10.5(2) Item Bids With Lump Sum for Incidentals 11 This section is deleted and replaced with the following: 12 13 'Traffic Control Supervisor", lump sum. 14 The lump sum Contract payment shall be full compensation for all costs incurred by the 15 Contractor in performing the Work defined in Section 1-10.2(1)B. 16 17 'Pedestrian Traffic Control", lump sum. 18 The lump sum Contract payment shall be full compensation for all costs incurred by the 19 Contractor in performing the Work for pedestrian traffic control defined in Section 1-10. 20 21 "Flaggers", per hour. 22 The unit Contract price, when applied to the number of units measured for this item in 23 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the 24 Contractor in performing the Work defined in Section 1-10.3(1)A. 25 26 "Other Traffic Control Labor", per hour. 27 The unit Contract price, when applied to the number of units measured for this item in 28 accordance with Section 1-10.4(2), shall be full compensation for all labor costs incurred by the 29 Contractor in performing the Work specified for this item in Section 1-10.4(2). 30 31 "Construction Signs Class A", per square foot. 32 The unit Contract price, when applied to the number of units measured for this item in 33 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the 34 Contractor in performing the Work described in Section 1-10.3(3)A. In the event that "Do Not 35 Pass" and 'Pass With Care" signs must be left in place, a change order, as described in 36 Section 1-04.4, will be required. When the Bid Proposal contains the item "Sign Covering", then 37 covering those signs indicated in the Contract will be measured and paid according to Section 38 8-21. 39 40 "Sequential Arrow Sign", per hour. 41 The unit Contract price, when applied to the number of units measured for this item in 42 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the 43 Contractor in performing the Work described in Section 1-10.3(3)B. 44 45 'Portable Changeable Message Sign", per hour. 46 The unit Contract price, when applied to the number of units measured for this item in 47 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the 48 Contractor in performing the Work for procuring all portable changeable message signs required 49 for the project and for transporting these signs to and from the project. 50 51 'Transportable Attenuator", per each. Chapel Hill Extension LID SP -31 Special Provisions 1 The unit Contract price, when applied to the number of units measured for this item in 2 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the 3 Contractor in performing the Work described in Section 1-10.3(3)J except for costs 4 compensated separately under the items "Operation of Transportable Attenuator" and "Repair 5 Transportable Attenuator". 6 7 "Operation of Transportable Attenuator", per hour. 8 The unit Contract price, when applied to the number of units measured for this item in 9 accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the 10 Contractor in performing the Work for operating transportable attenuators on the project. 11 12 "Repair Transportable Attenuator", by force account. 13 All costs of repairing or replacing transportable attenuators that are damaged by the 14 motoring public while in use as shown on an approved Traffic Control Plan will be paid for by 15 force account as specified in Section 1-09.6. To provide a common Proposal for all Bidders, the 16 Contracting Agency has estimated the amount of force account for "Repair Transportable 17 Attenuator" and has entered the amount in the Proposal to become a part of the total Bid by the 18 Contractor. Transportable attenuators damaged due to the Contractor's operation or damaged 19 in any manner when not in use shall be repaired or replaced by the Contractor at no expense to 20 the Contracting Agency. 21 22 "Other Temporary Traffic Control", lump sum. 23 The lump sum Contract payment shall be full compensation for all costs incurred by the 24 Contractor in performing the Work defined in Section 1-10, and which costs are not 25 compensated by one of the above -listed items. 26 27 `Portable Temporary Traffic Control Signal", lump sum. 28 The lump sum Contract payment shall be full compensation for all costs incurred by the 29 Contractor in performing the Work as described in Section 1-10.3(3)K, including all costs for 30 traffic control during manual control, adjustment, malfunction, or failure of the portable traffic 31 control signals and during replacement of failed or malfunctioning signals. 32 33 34 Section 1-11 is added as follows: 35 36 37 1-11 RECORD DRAWINGS 38 39 1-11.1 Description 40 41 The Work described in this section includes all work necessary for the preparation and 42 submittal of Record Drawings in accordance with the City of Pasco "Record Drawing 43 Requirement & Procedure' form. The form outlines the requirements for the preparation of 44 Record Drawings, Street Centerline Monuments List, and Project Inventory. 45 46 The Contractor shall be responsible for obtaining Professional Engineering and 47 Professional Land Surveying services for the preparation of record drawings. 48 49 Upon Physical Completion of the Work, the Contractor shall submit corrected shop 50 drawings, schematic circuit diagrams, or other drawings necessary for the Engineer to prepare 51 corrected Plans to show the Work as constructed. Chapel Hill Extension LID SP -32 Special Provisions 5 1 2 The Record Drawings shall be on sheets conforming in size to the original Plans 3 (22"x34"). Corrected shop drawings, schematic circuit diagrams, and other drawings shall be as 4 required by Section 1-05.3. 5 6 Original AutoCAD (release 2018 or earlier) files for the Construction Drawings will be 7 provided to the Contractor for use in preparation of the record drawings. 8 9 1-11.3 Record Drawing Requirements 10 11 The Contractor shall provide all services, documents, plans, and forms in accordance 12 with the City of Pasco "Record Drawing Requirement & Procedure" form. 13 14 When the placement of within a development has been completed, the City of Pasco will 15 notify the Contractor to begin creating the record drawings. The Contractor's Engineer shall 16 create a preliminary record drawing using the current set of approved construction drawings, 17 including all revisions, and the contractor's field mark ups. This drawing shall incorporate all 18 changes made during the construction process either by the Engineer or in the field. Changes 19 include, but are not limited to, material changes, size changes, and the location of fittings, 20 valves, etc. 21 22 The Contractor's Surveyor shall physically survey all the improvements listed below and 23 create a topographic representation of the data. The surveyed data shall be incorporated into 24 the preliminary record drawing and the Contractor's Engineer shall adjustment the features in 25 the record drawing to match the surveyed data. All surveyed elevations for sewer and storm 26 drain shall be shown on the record drawing by striking a single line through the design 27 elevations and adding the surveyed elevations. Horizontal location will be indicated by using 28 roadway station and offset. The stationing shall be based on the approved construction 29 drawings. The Contractor's Engineer shall update both the plan and profile layouts with the 30 surveyed data. All elevation data needs to be included in both the profile and plan view. The 31 preliminary record drawing shall have all changes from the approved construction drawings 32 clouded. 33 34 First submittal: 35 The Contractor's Engineer shall compile the data and submit the following: 36 • One paper copy (22"x34") of the complete Record Drawing Plans 37 • Street Centerline Monuments List 38 • Project Inventory 39 40 After receiving approval of the preliminary record drawing from the City Engineer, the 41 Contractor's Engineer shall submit the following: 42 • One copy of the final record drawing Plans on Mylar. The clouding of changes shall be 43 removed before the Mylar is submitted. 44 • One paper copy of the final record drawing Plans. 45 • Two electronic copies (AutoCAD 2007 or later) that includes all the surveyed points 46 . A *.txt (using comma separated values) or *.csv point file in Point Number, Northing, 47 Easting, Elevation, Description (PNEZD) format. The raw survey data from the surveyor 48 shall be provided upon request. 49 Chapel Hill Extension LID SP -33 Special Provisions 1 The final record drawings shall contain a signed and sealed certification (certification block 2 provided by the city) from both the Contractor's Engineer and Surveyor on the cover page. The 3 Contractor's Engineer and Surveyor shall sign and seal all other pages. 4 5 1-11.3(1) Requirements for Survey 6 7 The topographic survey shall use the NAD83 State Plane Grid and the City of Pasco 8 Vertical Datum for horizontal and vertical control. A minimum of two section monuments 9 (section corners, quarter corners, or center section corners) shall be tied for reference. The City 10 of Pasco benchmark (PSI #) used for the construction drawings shall also be tied for reference. 11 12 All features installed or modified with the construction shall be surveyed, including, but 13 not limited to, the following: 14 15 • Water & Irrigation Valves 16 • Utility Curb Stamps 17 • Curbs (If adjusted from design) 18 • Water Meters 19 • Fire Hydrants 20 • Sidewalks & Pedestrian Ramps 21 • Irrigation Riser/Meter/Service 22 • Landscape Irrigation Controller Cabinet 23 • Storm Catch Basins (Grates and pipe inverts) 24 • Sewer Manhole Lid 25 • Sewer Manhole Inverts (N, E, S, W) 26 • Sewer Main Stubs (Location & Depth) 27 • Street Centerline Monuments 28 • Traffic Lights 29 • Street Lights and J -Boxes 30 • Street Signs 31 32 The location and depth of the sewer stubs may be obtained by surveying the location of 33 the installed marker board and noting the depth indicated on the board in the survey. 34 35 1-11.3(2) Street Centerline Monuments List 36 37 The Contractor shall provide a list, prepared by their surveyor, of all street centerline 38 monuments installed or reset on the provided form. The form is available electronically from the 39 engineering department upon request. All monuments shall have a vertical elevation surveyed, 40 referencing an approved City of Pasco Benchmark. 41 42 The location of monuments shall be described by the names of the intersecting streets. 43 Monuments not located in an intersection shall be described with a direction and distance to the 44 nearest foot from the closest monumented intersection. If a monument is a point of curvature, 45 point of tangency or a cul-de-sac monument that shall also be indicated in the description. 46 47 1-11.4 Measurement 48 49 Record Drawings shall include all labor, materials, tools, and equipment necessary to 50 complete the Work as described and will be measured as lump sum. Chapel Hill Extension LID SP -34 Special Provisions ,j 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1-11.5 Payment Payment will be made for the following Bid item when included in the Proposal: "Record Drawings", lump sum. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description Supplement the end of section 2-02.1 with the following: The Work includes but is not limited to: asphalt, aggregate, concrete curb, mastic, sidewalks, ramps, textile warning surfaces, signs, barricades, traffic signal components, existing pavement markings, strippings, irrigation pivot concrete pad, concrete reinforcing steel, irrigation piping systems to be abandoned and removed, potable and irrigation water blowoff assemblies, fittings, and piping, sewer caps and marker boards, landscaping, irrigation sprinkler systems, thrust blocks, J -boxes, and hand -holes. 2-01 CONSTRUCTION GEOSYNTHETIC 2-12.4 Measurement Section 2-12.4 is revised to read: Underground drainage geotextile used in infiltration trenches will be included as a Part of that pay item. 2-12.5 Payment Delete the following line from Section 2-12.5: 6-02 CONCRETE STRUCTURES 6-02.2 Materials Section 6-02.2 is amended with the following: Joint Sealing Materials for Cem. Conc. Patterned Truck Apron Section 6-02.3(29) is added as follows: Chapel Hill Extension LID SP -35 9-08.7 Special Provisions 1 6-02.3(29) Cement Concrete Patterned Truck Apron and Cement Concrete Patterned 2 3 Cement Concrete patterned truck apron and cement concrete patterned shall be 4 constructed per the details in the Plans. The finished surface of each shall be stamped with 5 Brickform, "Heavy Stone Texture' mat, or approved equal. Mat release agent shall be 6 Brickform, Antique Release or approved equal. Contractor shall use a minimum of 3 stamping 7 mats that each differ in pattern design. Mats shall be used in such a method as to eliminate 8 repeating patterns in the finished surface. 9 Isolation joints shall be full height and located per plan or to eliminate continuous slabs 10 through pinch points or other locations likely to result in cracking the finished slab. Maximum 11 slab size without isolation joints shall be 120 SF, or per plan whichever is less. 12 Isolation joints located in the center island truck apron, located below the center island 13 wall seam, including radial joints and the joint between the apron and curb shall have single - 14 component urethane sealant meeting the requirements of 9-08.7 applied per manufacture's 15 recommendation. The sealant shall be cement grey in color if manufactured. (Sikasil-728 NS or 16 approved eq.) 17 18 Section 6-02.3(30) is added as follows: 19 20 21 6-02.3(30) Cement Concrete Center Island Curb 22 23 Cement concrete center island curb shall be constructed per the details in the Plans. 24 After curing and removal of forms the face surface shall have a light sandblast applied to create 25 a uniform finish. The curb shall be cast or isolated in three locations. Isolation points shall 26 occur at each side of the back of the tangent section and one in the middle of the remaining arc. 27 Finished concrete shall have a graffiti sealer applied to the exposed surface per the mfg. 28 recommendations. 29 30 6-02.4 Measurement 31 32 Section 6-02.4 is amended with the following: 33 34 35 Cement concrete patterned truck apron and cement concrete patterned will be 36 measured by the square yard of finished surface. 37 Cement concrete center island curb will be measured by linear feet as measured from 38 the face of curb. 39 The unit contract price per square yard for "Cement Concrete Patterned Truck Apron" 40 and "Cement Concrete Patterned" shall be full pay to complete the work as specified. 41 There will be no measurement for supplying and applying joint sealant to cement 42 concrete patterned truck apron. The cost of all Work including supplying and applying sealant 43 shall be included in the unit price of cement concrete patterned truck apron. 44 45 6-02.6 Payment 46 47 Section 6-02.5 is amended with the following: 48 49(..... ) 50 "Cement Concrete Patterned Truck Apron', per square yard. 51 "Cement Concrete Patterned", per square yard. Chapel Hill Extension LID SP -36 Special Provisions 1 The unit contract price per square yard for "Cement Concrete Patterned Truck Apron" 2 and "Cement Concrete Patterned" shall be full pay to complete the work as specified. 3 "Cement Concrete Center Island Curb", per square yard. 4 The unit contract price per square yard for "Cement Concrete Center Island Curb" shall 5 be full pay to complete the work as specified. 7 8 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 9 10 Section 7-05.3(5) is added as follows: 11 12 .....) 13 7-05.3(5) Catch Basins 14 15 Catch Basins shall meet the requirements of the City of Pasco Materials List and shall 16 be installed per COP Standard Detail 4-4 or 4-4A. A down -turned elbow or an oil -water 17 separator shall be installed on all outlet pipes to an infiltration trench. Elbows shall be held in 18 place with a screw through both the elbow and the connecting pipe. 19 20 7-05.4 Measurement 21 Replace the sentence related to Catch basins and inlets in Section 7-05.4 with the following: 22 23 ......) 24 Catch basins shall be measured per each. 25 This item shall include but is not limited to frames and orates adjustment rings and 26 _down -turned elbow or catch basin oil/water separator per the COP Std Detail 4-1. 27 28 29 Section 7-06 is replaced with the following: 30 31 ......) 32 7-06 INFILTRATION TRENCH 33 34 7-06.1 Description 35 This Work consists of excavating, furnishing, installing, and backfilling the geotextile 36 fabric, rock filled trench section, perforated corrugated polyethylene underdrain pipe, end cap, 37 and coupling adapter in accordance with the Plans, Specifications, and the City of Pasco 38 Standard Details 4-4 and 4-4A as shown in the Plans. This bid item does not include the catch 39 basin, elbow, or solid wall storm pipe. 40 41 7-06.2 Materials 42 Materials shall meet the requirements of the City of Pasco Materials List and the 43 following: 44 Geotextile Fabric COP Materials List 45 Gravel Backfill for Drywells 9-03.12(5) 46 Perforated Corrugated Polyethylene Underdrain Pipe 9-05.2(7) 47 Corrugated Polyethylene Storm Sewer Pipe, Couplings, and Fittings 9-05.20 (Fittings only) 48 49 7-06.3 Construction Requirements 50 Construction shall be in accordance with the City of Pasco Standard Details 4-4 and 4- 51 4A as shown in the Plans. Chapel Hill Extension LID SP -37 Special Provisions 2 7-06.4 Measurement 3 The length of infiltration trench will be the number of linear feet of completed installation 4 of perforated corrugated polyethylene underdrain pipe measured along the invert. 5 6 7-06.5 Payment 7 Payment will be made for "Infiltration Trench", per linear foot. 8 The unit contract price bid item per linear foot for "Infiltration Trench" shall be full pay for 9 all Work to furnish and install the infiltration trench, including but not limited to excavating, 10 backfilling, laying and jointing pipe, installing fittings, installing geotextile fabric, and placing 11 gravel. 12 13 14 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 15 16 7-08.4 Measurement 17 18 ...... ) 19 Add the following to Section 7-08.4: 20 21 Trench safety systems shall be measured per linear foot of installed pipe. 22 23 7-08.5 Payment 24 (......) 25 Add the following to Section 7-08.5 26 27 "Trench Safety Systems", per linear foot. 28 29 30 7-09 WATER MAINS 31 32 7-09.2 Materials 33 (......� 34 35 Replace the portion of Section 7-09.2 related to C-900/905 pipe found in the COP GSP's with 36 the following: 37 38 Ductile Iron pipe is required for all water mains, except as noted. 39 PVC pipelines shall meet the requirements of ANSI/AWWA C900-16, DR 18 (PC 235) 40 pipe. 41 42 43 7-09.3(22) Blowoff Assemblies 44 (......� 45 46 Replace Section 7-09.3(22) with the following: 47 48 Blowoff Assemblies shall be constructed at the locations shown in the Plans and in 49 accordance with the City of Pasco standard detail, 2-5 Blow -off Assembly. The Work shall 50 include but is not limited to the furnishing and installation of the cap, piping, thrust blocking, 51 restraint systems, and valve as specified. Chapel Hill Extension LID SP -38 Special Provisions 7-09.4 Measurement 5 Amend Section 7-09.4 as follows: 6 Replace the Blowoff assembly line with the following: 7 8 Measurement of blowoff assembly w/ -inch GV or BF Valve will be per each. 9 Measurement shall include all items shown in the City of Pasco standard detail, 2-5 10 Blow -off Assembly as shown in the plans, including the valve as specified. 11 12 Supplement Section 7-09.4 with the following 13 14 Connect to existing water main per each. Measurement shall include all Work required 15 furnishing labor, materials, and equipment necessary to make the connections, including 16 miscellaneous fittings. 17 18 19 7-09.5 Payment 20 ......) 21 22 Amend Section 7-09.5 as follows: 23 24 Replace the line "'Blowoff Assembly', per each." with the following: 25 26 Payment will be made for "Blowoff Assembly w/= inch GV or BF Valve", per each. 27 28 Supplement Section 7-09.5 with the following: 29 30 "Connect to existing water main", per each. 31 The unit contract price per each for "Connect to existing water main" shall be full pay for 32 all Work including furnishing all labor, materials, and equipment necessary to make the 33 connections, including miscellaneous fittings. 34 35 36 Create Section 7-10 and its subsections as follows: 37 38 ......) 39 7-10 FITTINGS FOR WATER MAINS 40 41 7-10.1 Description 42 This Work consists of excavating, furnishing, installing, and backfilling water main fittings 43 in accordance with the Pians, Specifications, and the City of Pasco Standard Details as shown 44 in the Plans. The Work includes the installation of the cement concrete thrust block where 45 indicated in the Plans with "w/TB". 46 47 7-10.2 Materials 48 Materials shall meet the requirements of the City of Pasco Materials List. 49 50 7-10.3 Construction Requirements 51 Construction shall be at locations as shown in the Plans. Chapel Hill Extension LID SP -39 Special Provisions 1 2 7-10.4 Measurement 3 Measurement of fittings will be made per each, including thrust block where indicated. 4 5 7-10.5 Payment 6 Payment will be made for "_-inch _° bend, with thrust block", per each 7 Payment will be made for -inch cap, with thrust block", per each 8 Payment will be made for inch Flanged Coupling Adapter", per each 9 Payment will be made for "_-inch x _-inch Reducer", per each 10 Payment will be made for " -inch x _-inch Tee, _ with thrust block", per each. 11 Payment will be made for inch x _-inch Cross, _ with thrust block", per each. 12 13 14 7-12 VALVES FOR WATER MAINS 15 16 7-12.1 Description 17 18 Supplement Section 7-12.1 with the following: 19 20 Combination Air Release/Air Vacuum Valves shall be constructed in accordance with 21 City of Pasco Standard Detail 2-6 as shown in the Plans. The Work includes but is not limited to 22 the installation of the Air Release/Air Vacuum system and guard post in accordance with COP 23 Standard Detail 2-15. 24 25 7-12.2 Materials 26 ......) 27 28 Revise Section 7-12.2 as follows: 29 30 Gate Valves (3 to 10 inches) 9-30.3(1) 31 Butterfly Valves (12 to 16 inches) 9-30.3(3) 32 Combination Air Release/Air Vacuum Valves COP Std Detail 2-6 33 34 7-12.3 Construction Requirements 35 ......) 36 37 Amend the last sentence of the second paragraph of Section 7-12.3 to read 38 39 ...finished paved surface per COP Standard Detail 2-4. 40 41 Insert Section 7-12.3(2) as follows: 42 43 �....,,� 44 7-12.3(2) Adjust Existing Valve Box 45 46 Existing valve boxes shall be adjusted to finished grade as shown in the plans or as 47 directed by the Engineer. Valve boxes shall be adjusted in accordance with City of Pasco 48 Standard Detail 2-4. 49 50 7-12.4 Measurement 51 (......) Chapel Hill Extension LID SP -40 Special Provisions I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 Add the following to Section 7-12.4: "Adjust Existing Valve Box" will be measured by each. "Combination Air Release / Air Vacuum Valve Assembly --inch" will be full pay for all Work to install and construct the Combination Air Release / Air Vacuum Valve Assembly per the COP Std detail 2-6. 7-12.6 Payment Add the following to Section 7-12.5: "Adjust Existing Valve Box", per each. The unit Contract price for "Adjust Existing Valve Box" per each shall be full payment for all Work required to adjust the valve box to finished grade per COP Std details. "Combination Air Release / Air Vacuum Valve Assembly _-inch", per each. 7-14 HYDRANTS 7-14.2 Materials Supplement 7-14.2 with the following: Storz Adapter with cap 7-14.3(2)A Hydrant Restraints Replace 7-14.3(2)A with the following: Per COP Materials List The thrust created in the hydrant lateral shall be restrained as shown in COP Standard Detail 2-12 Concrete Thrust Blocking. 7-14.3(7) Storz Adapter Add Section 7-14.3(7) as follows: The Contractor shall furnish and install Storz Adapters with cap in accordance with COP Standard Detail 2-14 and the COP Materials List on each Fire Hydrant with Thrust Block. 7-14.4 Measurement Chapel Hill Extension LID SP -41 Special Provisions 1 2 Replace Section 7-14.4 with the following: 3 4 Measurement of fire hydrant assembly with thrust block, resetting existing hydrants, 5 moving existing hydrants, and reconnecting existing hydrants will be made per each. 8 7-14.5 Payment 10 11 Replace the line "Hydrant Assembly", per each. and the second paragraph in 7-14.5 with the 12 following: 13 14 "Fire Hydrant Assembly with Thrust Block", per each. 15 The unit Contract price per each for "Hydrant Assembly with Thrust Block" shall be full 16 pay for all Work to furnish and install fire hydrant assemblies, including all costs foratwAiary 17 gate valve, Storz Adapter and cap, shackles, tie rods, concrete blocks, cement concrete thrust 18 blocks, gravel, and painting required for the complete installation and backfill of the hydrant 19 assembly as detailed in City of Pasco Std. Detail 2-14. 20 21 22 7-17 SANITARY SEWER 23 (......) 24 25 Add Section 7-17.3(3) as follows: 26 27 7-17.3(3) End of pipe marker 28 29 The end of all sewer pipes that end with a cap more than 10 linear feet away from a 30 manhole shall be capped and shall have a marker placed at the end of the pipe per COP 31 Standard Detail 1-6. Pipes ending 10 feet or less from a manhole are not required to have a 32 marker board. There shall be no measurement for End of Pipe Marker and it shall be 33 considered incidental to the installation of the sewer pipe. 34 35 7-17.4 Measurement 36 ......) 37 38 Add the following to Section 7-17.4: 39 40 Connect to Existing Sewer per each shall include all Work to connect to an existing 41 sewer pipe. This shall include furnishing labor, materials, and equipment necessary to make 42 the connection, including miscellaneous fittings. 43 TV Inspection of sewer pipe shall include all Work to complete the TV inspection per 44 Section 7-17.3(2)H. It shall be measured based upon the contract length of sanitary sewer pipe 45 8 inch diameter that has had TV inspection completed. 46 47 7-17.5 Payment 48 ......) 49 50 Add the following to Section 7-17.5: 51 Chapel Hill Extension LID SP -42 Special Provisions 1 "Connect to Existing Sewer', per each. 2 The unit Contract price per each for "Connect to Existing Sewer" shall be full pay for all 3 labor, material, and equipment required to connect to the existing sewer pipe as specified in the 4 Plans. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 "TV Inspection of sewer pipe", per linear foot. Unit Contract price per linear foot for 'TV inspection of sewer pipe" shall be full pay for all labor, material, and equipment required to conduct the TV inspection per Section 7-17.3(2)H 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 8-01.1 Description Supplement Section 8-01.1 with the following: In addition, this Work consists of preparing, furnishing, installing, maintaining the newly hydroseeded planting strips in accordance with these Specifications and as shown in the Plans or as designated by the Engineer. 8-01.1 Description Supplement Section 8-01.2 with the following: Lawn Seed Mix: Slow Growing Grass Mixture Application Rate: 225 pounds per acre Name Pro ortion b Wei ht Purit Germination Perennial Ryegrass x 33.3% 90% ° 85/° Chewing Fescue x 33.3% 90% 85% Hard or Sheep Fescue N 33.3% 90% ° 85 /o Fertilizer: See Soil Analysis laboratory report for fertilizer applications 8-01.4 Measurement Revise the first paragraph of Section 8-01.4 to read: ESC Lead shall be measured lump sum. 8-01.3(2) Seeding, Fertilizing and Mulching 8-01.3(2)A Preparation for Application 8-01.3(2)A1 Seeding Chapel Hill Extension LID SP -43 Special Provisions 1 2 Supplement Section 8-01.3(2)A1, fourth paragraph with the following: 3 4 All lawn planting strips shall be leveled and compacted to 85%. Grade out all depressions 5 and high points to a consistent and uniform gradient. 6 7 8-01.3(2)B Seeding and Fertilizing 8 9 10 Supplement Section 8-01.3(2)B with the following: 11 12 6. All planting strips between curbs and sidewalks to be hydroseeded. Remove all 13 extraneous material from pavement, curbs, and sidewalks directly after the application. 14 15 Supplement Section 8-01.3(2)B with the following new paragraph: 16 17 Apply fertilizer to planting strip lawns as noted in the soil laboratory report. 18 19 8-01.3(2)D Mulching 20 (......) 21 Supplement Section 8-01.3(2)D, third paragraph with the following: 22 23 Remove all mulch on curbs, sidewalks and pavement directly after application. 24 25 8-01.3(2)1 Mowing 26 (......) 27 28 Supplement Section 8-01.3(2)1, second paragraph with the following: 29 30 The number of actual mowings for the lawn planting strips shall total 3. 31 32 33 8-01.4 Measurement 34 (......� 35 36 Supplement Section 8-01.4 with the following: 37 38 'Preparation of the finished grades for lawn planting strips', per 1,000 square feet.. 39 "Seeding and Fertilizing of the lawn planting strips", per 1,000 square feet.. 40 "Mulching of the lawn planting strips', per 1,000 square feet. 41 "Tackifier of the lawn planting strips', per 1,000 square feet.. 42 "Mowing of the lawn planting strips', per 1,000 square feet. 43 44 45 8-01.5 Payment 46(..... ) 47 48 The second paragraph of Section 8-01.5 is revised to read: 49 50 "ESC Lead", lump sum. Chapel Hill Extension LID SP -44 Special Provisions I se 1 The lump sum price for "ESC Lead" shall be full pay to provide a certified erosion control 2 lead, preparation of the SWPPP, all materials, equipment and labor to implement the plan, and 3 reporting. 4 'Preparation of the finished grades for lawn planting strips", per 1,000 square feet. 5 "Seeding and Fertilizing of the lawn planting strips", per 1,000 square feet. 6 "Mulching of the lawn planting strips", per 1,000 square feet. 7 "Tackifier of the lawn planting strips", per 1,000 square feet. 8 "Mowing of the lawn planting strips", per each mowing. 9 10 11 8-02 ROADSIDE RESTORATION 12 13 8-02.1 Description 14 (Delete Section 8-02.1 in its entirety and replace with the following) 15 16 This work consists of furnishing and placing plant pit mix, root barriers, soil amendments, 17 weed barrier and furnishing and planting container plants, balled and burlapped plants, rock 18 mulch, plant pit soil mix, plant pit mulch, controlling weeds, performing plant establishment 19 activities and in accordance with these Specifications and as shown in the Plans or as 20 designated by the Engineer. 21 22 8-02.2 Materials 23 (Supplement Section 8-02.2 with the following) 24 25 Materials shall meet the following requirements: 26 27 Delete Topsoil Type B in Section 9-14.1 and replace with the following: 28 29 Topsoil Type B: Native soils to be used within the project limits area where 30 roadway excavation is to be performed. The general limits of the material to be 31 utilized for native soils will be indicated in the plans. The Engineer will make the final 32 determination of the areas where the most suitable material exists within these 33 general limits. The native soils to be used shall not be taken from a depth greater 34 than 1 foot and less than 6" from the existing finish grade. 35 36 Add the following materials: 37 38 Plant Pit Soil Mix: Backfill shall consist of a 2/3 mixture of peat moss and compost, and 39 remaining balance of fill shall be native material with no rocks larger than 1 inch in diameter 40 or no construction debris. Components requirements are as listed: 41 42 Compost shall meet Section 9-14.4(8) material requirements. 43 44 Material shall meet Decomposed Peat Moss, Material shall be from a source 45 above the water table. Peat moss may require chopping or shredding to insure 46 through mixing into native soils. 47 48 Topsoil Type B as noted Section 9-14.1(2). 49 50 Fertilizer amendments shall be per application rate from soil test of plant pit 51 soil mix. Chapel Hill Extension LID SP -45 Special Provisions 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Rock Mulch: Eagle Rock LLC, Richland, WA or approved equal. Product Name: Black Mountain Rock, which consists of black and tan large 2 -inch to 3 -inch crushed rock. Bark Mulch: Eagle Rock LLC, Richland, WA or approved equal. Product Name: Large Bark Weed Barrier: DeWitt Company, Inc. PRO 5 or approved equal. Weed barrier shall meet the following specifications: TYPICAL PROPERTIES TEST METHOD Material: Polypropylene Color: Black with old strip eve 12 inches Thickness: 5.0 oz. avers e Permeability: 12 gal/sqft/min Grab Tensile Strength (lbs): War - 100; Fill - 60 ASTM D4632 Grab Elongation (%): War — 23; Fill - 17 ASTM D4632 Trapezoidal Tear (lbs): 70 / 70 ASTM D4533 Mullen Burst (psi): 85 ASTM D3786 UV Exposure: Greater than 70& after 2500 Car b Are hrs Weatherometer: (5 -year minimum FEDTM 191-70% Root Barrier: DeepRoot UB 24-2 Tree Root Barrier or Equal, 24"x24". Injection molded 75% re -processed polypropylene. 8-02.3 Construction Requirements 8-02.3(4) Topsoil Type B (Supplement Section 8-02.3(4) with the following) Topsoil Type B to be used on site in all the planting areas. 8-02.3(6) Soil Amendments (Delete Section 8-02.3(6) in its entirety and replace with the following) Soil amendments for plant pit backfill only shall be placed in the plant pits. Thoroughly mix Plant Pit Soil Mix with fertilizer added as noted in test results and application rates (see Section 8-02.3(10), herein). 8-02.3(7) Layout of Planting (Amend second paragraph of Section 8-02.3(7) and replace with the following) All proposed trees shall be a minimum of 52" away from the face of the concrete curb and 36" from the sidewalk. 8-02.3(9) Pruning, Staking, Guying and Wrapping (Delete first sentence of second paragraph of Section 8-02.3(9) and replace with the following) All trees on the plans shall be staked per the plans and detail drawings. Chapel Hill Extension LID SP -46 Special Provisions I 1 8-02.3(10) Fertilizers 2 �.....� 3 4 Supplement Section 8-02.3(9) with the following: 5 6 Contractor shall take two soil samples from the site equally spaced. Obtain one -quart size 7 plastic bag container for each test location. 8 9 Contractor shall submit soil samples for testing to an approved agricultural soil testing 10 facility for nutrient analysis. Pre -approved labs include: 11 12 KUO Testing Laboratories 13 Othello (Main Office) 14 3371St Avenue 15 Othello, WA 99344 16 Telephone: (800) 328-0112 (Toll Free) 17 info@kuotestinglabs.com 18 19 Contractor shall request the following analysis (E1 Complete Test Package Analysis or 20 similar): 21 22 (pH, OM, SS, P, K. Ca, Mg, Na, Total Bases, NO3-N,NH4-N,SO4-S,B,Zn,Mn,Cu,Fe & 23 Effervescence) 24 25 The testing laboratory shall provide application rates for soil amendments to the plant 26 pits. The Contractor shall comply with the soil testing lab's recommendations. (KUO 27 Testing Laboratories "S28 Application Analysis") 28 The plant pit shall include 1 part native soils, 1 part peat moss, and 1 part compost. 29 30 Supplement Section 8-02.3 with the following new Section: 31 32 8-02.3(11)A Rock Mulch 33 34 Rock mulch of the type and depth specified shall be applied where shown in the Plans or 35 as specified in the Special Provisions. All rock mulch shall include a weed barrier beneath 36 the layer of rock mulch. Rock mulch placed to a thickness greater than specified shall be at 37 no additional cost to the Contracting Agency. 38 39 8-02.3(16) Lawn Establishment 40 41 42 Supplement Section 8-02.3(16) with the following: 43 44 For all grass planting strips, see Section 8-01.3(2). 45 46 8-02.4 Measurement 47 ......) 48 49 Delete Section 8-02.4 in its entirety except as noted and replace with the following: 50 51 Retain the following: Chapel Hill Extension LID SP -47 Special Provisions The pay quantities for plant materials will be determined by count of the number of satisfactory plants in each category accepted by the Engineer. PSIPE (Plant Selection Including Plant Establishment) 7 Add the following: 8 9 Rock mulch will be measured per ton. 10 11 Bark mulch will be measured per cubic yard. 12 13 Root barrier will be measured per linear foot. 14 15 Weed barrier will be measured per square foot. 16 17 PSIPE 1 gallon will be measured per each. (by species and size as per the dwgs.) 18 19 PSIPE 2 gallon will be measured per each. (by species and size as per the dwgs.) 20 21 PSIPE 3 gallon will be measured per each. (by species and size as per the dwgs.) 22 23 PSIPE 5 gallon will be measured per each. (by species and size as per the dwgs.) 24 25 PSIPE 2 -inch caliper deciduous trees, B&B will be measured per each. 26 (by species and size as per the dwgs.) 27 28 PSIPE Evergreen Conifer Trees, Container or B&B will be measured per each. 29 (by species and size as per the dwgs.) 30 31 Fertilizer will be measured in pound. 32 33 Compost and Peat Moss for Plant Pit Mix will be measured per cubic yard. 34 35 8-02.6 Payment 36 (......) 37 38 Supplement Section 8-02.5 with the following: 39 40 'Rock Mulch", per ton. 41 42 `Bark Mulch", per cubic yard. 43 44 "Root Barrier', per linear foot. 45 46 "Weed Barrier", per square foot. 47 48 "PSIPE 2 -gallon container', per each. 49 "PSIPE 3 -gallon container', per each. 50 "PSIPE 5 -gallon container", per each. 51 'PSIPE Deciduous 2" caliper deciduous tree', per each. Chapel Hill Extension LID SP -48 Special Provisions I 1 "PSIPE Conifer 6'-7' tree", per each. 2 3 "Fertilizer", per pound. 4 5 Compost for Plant Pit Mix, per cubic yard. 6 7 Peat Moss for Plant Pit Mix, per cubic yard 8 9 8-03 IRRIGATION SYSTEMS 10 11 8-03.3(14) Irrigation Electrical Service 12 ......) 13 14 Delete the first paragraph of Section 8-03.3(14) and replace with the following: 15 16 The Contractor shall construct a Metered Load Center, per the plans, for electrical 17 service connection(s) for operation of the automatic electrical controller(s) at the locations 18 shown in the Plans. The Contractor shall connect and run conduit and wire from the metered 19 load center to the automatic electrical controller and connect the conductors to the circuit(s) per 20 the controller manufacturer's diagrams or recommendations. 21 22 8-03.4 Measurement 23 .....) 24 25 Add the following to Section 8-03.4: 26 27 Irrigation systems shall include the complete system to the owner in accordance with the 28 Specifications and the Plans or as approved by the Engineer. The metered load center shall not 29 be included in this measurement and shall be paid separately. 30 The metered load center shall include the conduit and wire from the point of connection 31 to the transformer to and including the metered load center as shown in the detail in the Plans 32 and as specified in Section 8-20. 33 34 8-03.6 Payment 35 ......) 36 37 Revise the third paragraph of Section 8-03.5 to read: 38 39 The Contracting Agency will, at no cost to the Contractor, provide water and electricity 40 needed for installation and operation of the irrigation system for the life of the Contract. 41 42 Amend Section 8-03.5 with the following: 43 44 "Metered Load Center', per each. 45 46 8-04.4 47 48 49 8-14 CEMENT CONCRETE SIDEWALK 50 51 8-14.2 Materials Chapel Hill Extension LID SP -49 Special Provisions 1 (......) 2 3 Add the following material to the list in Section 8-14.2: 4 5 Crushed Surfacing Top Course 9-03.9(3) 6 7 8-14.4 Measurement 9 10 Amend Section 8-14.4 with the following 11 12 Crushed Surfacing Top Course, per "ton". 13 The unit Contract price per ton for "Crushed Surfacing Top Course' shall be full pay for 14 all labor, material, and equipment to place, spread, level, and compact Crushed Surfacing Top 15 Course. 16 17 Bike ramp will be measured per each for the complete ramp installed per the detail in the 18 Plans. The unit Contract price per each for 'Bike ramp" shall be full pay for all labor, material, 19 and equipment to construct the bike ramp. 20 21 8-14.5 Payment 22 ,.....) 23 24 Add the following to Section 8-14.5: 25 26 Payment will be made for the Bid item "Crushed Surfacing Top Course", per ton. 27 "Bike ramp', per each. 28 29 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION 30 SYSTEMS, AND ELECTRICAL 31 32 8-20.1 Description 33 (.....) 34 Section 8-20.1 is replaced with the following: 35 36 Work shall include furnishing and installing all materials necessary to provide 37 modifications to existing signal systems at the following intersection: 38 39 Chapel Hill Boulevard and Road 68 40 41 Work shall also include furnishing and installing all materials necessary to provide a 42 complete and functioning illumination system at the following location: 43 44 Chapel Hill Boulevard between N Road 84 and Road 68. 45 46 The work consists of furnishing, installing, integrating, lab and field testing all materials 47 and equipment necessary to complete in place, fully functional system(s) of any or all of the 48 following types including modifications to an existing system all in accordance with approved 49 methods, the Plans, the Special Provisions and these Specifications. All illumination system 50 work shall also adhere to the City of Pasco/Franklin County PUD (Franklin PUD) Standard 51 Specifications for Street Light Construction. See appendix for full document. Chapel Hill Extension LID SP -50 Special Provisions 2 The work consists of the following: 3 • Accessible pedestrian signal (APS) system. 4 • Signal heads, backplates, and pedestrian countdown heads. 5 • Signal standards, foundations and all attached equipment. 6 • Conduit and conductors as necessary. 7 • Data Aggregator DA -300 system and accessories. 8 • All other necessary appurtenances and incidentals for the signal system. 9 • Street lighting poles and luminaires. 10 • Junction boxes, conduit and conductors. 11 • Service cabinets, meters and breakers. 12 • Street light service disconnect with fuse 13 • Coordination with Franklin PUD for location of and connection to transformer, and 14 installation of infrastructure to connect transformer and service disconnect, meeting 15 the requirements of the City of Pasco and Franklin PUD. 16 . All other necessary appurtenances and incidentals for the illumination system. 17 18 The Contractor shall be responsible for connecting and integrating with existing systems 19 and infrastructure to complete this work. Unless otherwise noted, the location of signal, 20 controllers, standards, and appurtenances shown in the Plans are approximate; and the exact 21 location will be established by the Engineer in the field. All existing equipment to remain shall be 22 protected in place and should any existing to remain equipment be damaged, it shall be the 23 Contractor's responsibility to replace in kind to the satisfaction of the Engineer. Contractor shall 24 work with manufacturers and City Information Services (IS) and engineering staff as needed to 25 accomplish work. 26 27 Add the following new section: 28 29 8-20.2(3) Salvaged Equipment 30 31 32 The Engineer shall be given three (3) working days notice prior to delivery of any salvaged item. 33 34 All work related to salvaging or removal of existing system shall be considered incidental 35 to and included in the contract prices for "Signal Modifications Complete, (Location)". The 36 following items shall be salvaged: 37 38 Luminaire poles 39 Signal cabinets, controllers 40 41 8-20.2(1) Equipment List and Drawings 42 (......) 43 44 The fifth paragraph is revised to read: 45 46 The Contractor will not be required to submit shop drawings for approval for light 47 standards and traffic signal standards conforming to the preapproved plans listed in the Special 48 Provisions. The Contractor may use preapproved plans posted on the WSDOT website with a 49 more current revision date than published in the Special Provisions. 50 Chapel Hill Extension LID SP -51 Special Provisions 1 8-20.3(8) Wiring 3 4 The second sentence in the eleventh paragraph is revised to read: 5 6 Every conductor at every wire termination, connector, or device shall have an approved wire 7 marking sleeve bearing, as its legend, the circuit number indicated in the Contract. 8 9 8-20.3(13) Illumination Systems 10 11 12 Section 8-20.3(13)A is supplemented with the following: 13 14 Light Standards 15 Street light shall be installed as specified by Franklin PUD street light Drawing No. L-2. 16 17 Salvaged street light poles mast arms and lamps are the property of Franklin PUD and 18 shall be delivered to the Franklin PUD Operations yard at 2103 N 4`h Ave, Pasco WA. Contact 19 Bert Valdovinos at 509-727-8121. 20 21 Wiring 22 The electrical circuit shall be wired in compliance with Franklin PUD Drawing No. L-5, L- 23 6 and L-7 and as shown on the plans. All electrical services connections and disconnections 24 shall be made by Franklin PUD and shall be coordinated with Aaron Gonzalez at 509-546-5953. 25 26 8-20.3(13)A Light Standards 27�..... ) 28 29 In the third paragraph, the last sentence of item number 1 is revised to read: 30 31 Conduit shall extend a maximum of 1 inch above the top of the foundation, including 32 grounding end bushing or end bell bushing. 33 34 In the fourth paragraph, the second sentence of item number 1 is revised to read: 35 36 Conduits shall be cut to a maximum height of 2 inches above the foundation including 37 grounding end bushing or end bell bushing. 38 39 8-20.3(18) 40 ......) 41 42 Create Section 8-20.3(18) as follows: 43 44 The metered load center shall be located as shown in the plans and constructed per the 45 detail in the plans. The pedestal shall be metal and shall meet the requirements of NEMA 3R 46 enclosure, provide for a meter base, and lockable cover to the breakers. The pedestal shall be 47 sized and constructed according to NEC for the expected loads of the complete landscape 48 irrigation system (controller, valves, and appurtenances). 49 The Contractor shall coordinate with Franklin PUD and shall connect to the transformer 50 as shown in the plans. The Contractor shall provide the electrical system that provides power to 51 the landscape irrigation system complete to the Owner. Chapel Hill Extension LID SP -52 Special Provisions n 1 2 8-20.4 Measurement 4 5 Add the following to Section 8-20.4: 6 7 Metered load center shall include all Work involved to furnish and install miscellaneous 8 wiring, accessories, conduits, grounding rods, and fittings necessary to complete the system 9 installation, pay for and obtain WA State L&I permits and inspections, construct the metered 10 load center per the detail in the plans and the Specifications and energize the system. 11 12 "Signal Modifications Complete, (Location)" shall be measured per lump sum. 13 'Illumination System" shall be measured per lump sum. 14 15 16 8-20.6 Payment 17 ......) 18 19 Add the following to Section 8-20.5: 20 21 "Metered Load Center", per Each. 22 The lump sum Contract price for "Metered load center" shall be full pay for the Work 23 described in 8-20.4 Complete to the owner. 24 25 "Signal Modifications Complete, Chapel Hill Boulevard and Road 68", per lump sum. 26 Lump sum contract prices shall be for the construction of the complete and operational 27 electrical, illumination, emergency vehicle preemption and traffic signal systems, modifying 28 existing systems, or both, as described above and as shown in the Plans, and herein specified, 29 including excavating, backfilling, concrete foundations, wiring, restoring facilities destroyed or 30 damaged during construction, salvaging existing materials, signage, signal interconnect, field 31 verification of electrical systems and wiring, and for making all the required tests and training. 32 Additionally, the lump sum will include installing preemption equipment at all intersections using 33 GPS technology devices to the mast arm -mounted infrared detection equipment shown in the 34 Plans, including detectors, wiring, phase selectors, and for making all required tests. All 35 additional materials and labor, not shown in the Plans or called for herein and which are 36 required to complete the electrical system, shall be included in the lump sum Contract Price. 37 Record Drawings (As-Builts), are considered incidental to all lump sum items. 38 39 'Illumination System", per lump sum. 40 Lump sum contract prices shall be for the construction of the complete and operational 41 illumination system as described above and as shown in the Plans, and herein specified, 42 including excavating, backfilling, equipment, conduit, junction boxes wiring, restoring facilities 43 destroyed or damaged during construction, salvaging existing materials, field verification of 44 electrical systems and wiring, and for making all the required tests and training. All additional 45 materials and labor, not shown in the Plans or called for herein and which are required to 46 complete the illumination system, shall be included in the lump sum Contract Price. Record 47 Drawings (As-Builts), are considered incidental to all lump sum items. 48 49 50 8-21 PERMANENT SIGNING 51 Chapel Hill Extension LID SP -53 Special Provisions 8-21.2 Materials 4 Add the following to Section 8-21.2 5 Materials listed on the "Typical Sign Post" detail in the Plans are also approved for use. 6 City of Pasco Standard Detail "Sign Post" 3-12 shall be as modified in the Plans. 7 8 9 Delete Section 8-26 and replace with the following: 10 11 8-23 TEMPORARY PAVEMENT MARKINGS 12 This section's content is deleted in its entirety and replaced with the following new sub -sections: 13 14 8-23.1 Description 15 The Work consists of furnishing, installing, and removing temporary pavement markings. 16 Temporary pavement markings shall be provided where noted in the Plans; for all lane shifts 17 and detours resulting from construction activities; or when permanent markings are removed 18 because of construction operations. 19 20 8-23.2 Materials 21 Materials for temporary markings shall be paint, plastic, tape, raised pavement markers or 22 flexible raised pavement markers. Materials for pavement markings shall meet the following 23 requirements: 24 25 Raised Pavement Markers 9-21 26 Temporary Marking Paint 9-34.2(6) 27 Plastic 9-34.3 28 Glass Beads for Pavement Marking Materials 9-34.4 29 Temporary Pavement Marking Tape 9-34.5 30 Temporary Flexible Raised Pavement Markers 9-34.6 31 32 8.23.3 Construction Requirements 33 34 8-23.3(1) General 35 The Contractor shall select the type of pavement marking material in accordance with the 36 Contract. 37 38 8-23.3(2) Preliminary Spotting 39 All preliminary layout and marking in preparation for application or removal of temporary 40 pavement markings shall be the responsibility of the Contractor. 41 42 8-23.3(3) Preparation of Roadway Surface 43 Surface preparation for temporary pavement markings shall be in accordance with the 44 manufacturer's recommendations. 45 46 8-23.3(4) Pavement Marking Application 47 48 8-23.3(4)A Temporary Pavement Markings — Short Duration 49 Temporary pavement markings — short duration shall meet the following requirements: 50 Chapel Hill Extension LID SP -54 Special Provisions 1 Teprr etrLn ABOE ieue odlnaeajcn ae ftafcmvn nopst ietos h rknptensalb ae na4-otui,cnitn 2 fa4fo iewt 6fo a (pito aei sd ftmoayrie aeetmresaeue,teptensalb ae na4-otui,cnitn fagopn 3 ftretmoayrie aeetmres ahsae etaat iha3 otgp 4 Teprr deLn ASLDIn sdo h de fTaee a.Teln hl ecniuu fpito aei sd ftmoayrie aeetmresaeue,teln hl 5 oss fmresisaldcninosya -otsaig 6 TmoayLn ie ABOE ieue odlnaeajcn ae ihtafctaeigi h aedrein h rknptensalb ae na4-otui,cnitn 7 fa4fo iewt 6fo a,i an rtp is used. If temporary raised pavement markers are used, the pattern 8 shall be based on a 40 -foot unit, consisting of a grouping of three temporary raised pavement 9 markers, each spaced 3 feet apart, with a 34 foot gap. 10 Lane line and right edge line shall be white in color. Center line and left edge line shall be yellow 11 in color. Edge lines shall be installed only if specifically required in the Contract. All temporary 12 pavement markings shall be retroreflective. 13 14 8-23.3(4)A1 Temporary Pavement Marking Paint 15 Paint used for short duration temporary pavement markings shall be applied in one application 16 at a thickness of 15 mils or 108 square feet per gallon. Glass beads shall be in accordance with 17 Section 8-22.3(3)G. 18 19 8-23.3(4)A2 Temporary Pavement Marking Tape 20 Application of temporary pavement marking tape shall be in conformance with the 21 manufacturer's recommendations. 22 23 Black mask pavement marking tape shall mask the existing line in its entirety. 24 25 8-23.3(4)A3 Temporary Raised Pavement Markers 26 Temporary raised pavement markers are not allowed on bituminous surface treatments. 27 28 8-23.3(4)A4 Temporary Flexible Raised Pavement Markers 29 Flexible raised pavement markers are required for new applications of bituminous surface 30 treatments. Flexible raised pavement markers are not allowed on other pavement types unless 31 otherwise specified or approved by the Engineer. Flexible raised pavement markers shall be 32 installed with the protective cover in place. The cover shall be removed immediately after 33 spraying asphaltic material. 34 35 8-23.3(4)6 Temporary Pavement Markings — Long Duration 36 Application of paint, pavement marking tape and plastic for long duration pavement markings 37 shall meet the requirements of Section 8-22.3(3); application of raised pavement markers shall 38 meet the requirements of Section 8-09.3; and application of flexible pavement markings shall be 39 in conformance with the manufacturer's recommendations. 40 41 8-23.3(4)C Tolerance for Lines 42 Tolerance for lines shall conform to Section 8-22.3(4). 43 44 8-23.3(4)D Maintenance of Pavement Markings 45 Temporary pavement markings shall be maintained in serviceable condition throughout the 46 project until permanent pavement markings are installed. As directed by the Engineer; 47 temporary pavement markings that are damaged, including normal wear by traffic, shall be 48 repaired or replaced immediately. Repaired and replaced pavement markings shall meet the 49 requirements for the original pavement marking. 50 51 8-23.3(4)E Removal of Pavement Markings Chapel Hill Extension LID SP -55 Special Provisions I Removal of temporary paint is not required prior to paving; all other temporary pavement 2 markings shall be removed. 3 4 All temporary pavement markings that are required on the wearing course prior to construction 5 of permanent pavement markings and are not a part of the permanent markings shall be 6 completely removed concurrent with or immediately subsequent to the construction of the 7 permanent pavement markings. Temporary flexible raised pavement markers on bituminous 8 surface treatment pavements shall be cut off flush with the surface if their location conflicts with 9 the alignment of the permanent pavement markings. 10 11 All damage to the permanent Work caused by removing temporary pavement markings shall be 12 repaired by the Contractor at no additional cost to the Contracting Agency. 13 14 8-23.4 Measurement 15 16 Temporary pavement markings will be measured by the linear foot of each installed line 17 or grouping of markers, with no deduction for gaps in the line or markers and no additional 18 measurement for the second application of paint required for long duration. 19 20 8-23.5 Payment 21 22 Payment will be made in accordance with Section 1-04.1, for each of the following Bid 23 items that are included in the Proposal: 24 25 "Temporary Pavement Marking — Short Duration", per linear foot. 26 27 "Temporary Pavement Marking — Long Duration", per linear foot. 28 The unit Contract price per linear foot for "Temporary Pavement Marking — Short 29 Duration" and "Temporary Pavement Marking — Long Duration" shall be full pay for all Work. 30 31 32 33 The new Section is created together with the following subsections: 34 ......) 35 36 8-26 PAVED TRAIL 37 38 8-26.1 Description 39 This work consists of furnishing materials, equipment, and labor, and installing materials 40 to construct a paved trail, typically 12' in width, in accordance with details shown in the Plans 41 and these Specifications and in conformity to lines and grades shown in the Plans or as 42 established by the Engineer. 43 44 8-26.2 Materials 45 Materials shall meet the requirements of the following sections: 46 Hot Mix Asphalt, 3/8" inch Class PG 64-28 5-04 47 Crushed Surfacing Top Course 9-03.9(3) 48 49 8-26.3 Construction Requirements 50 Paved Trail shall follow the requirements of 5-04.3, HMA Construction Requirements. Chapel Hill Extension LID SP -56 Special Provisions P 1 Crushed Surfacing Top Course shall be compacted as specified in the detail in the 2 Plans. 3 The top of the subgrade shall be 'Blue Topped" on each edge at intervals not exceeding 4 50 linear feet at the lines and grades shown in the Plans. 5 The top of the Crushed Surfacing Top Course shall be "Blue Topped" on each edge at 6 intervals not exceeding 50 linear feet at the lines and grades shown in the Plans. 7 8 8-26.4 Measurement 9 HMA Cl 3/8" PG 64-28 will be measured by the ton in accordance with Section 1-09.2, 10 with no deduction being made for the weight of asphalt binder, mineral filler, or any other 11 component of the HMA. If the Contractor elects to remove and replace HMA as allowed by 12 Section 5-04.3(11), the material removed will not be measured. 13 Crushed Surfacing Top Course will be measured per "ton". 14 The unit Contract price per ton for "Crushed Surfacing Top Course" shall be full pay for 15 all labor, material, and equipment to place, spread, level, and compact Crushed Surfacing Top 16 Course. 17 18 8-26.5 Payment 19 Payment will be made for the Bid item "HMA Cl 3/8in PG 64-28", per ton. 20 Payment will be made for the Bid item "Crushed Surfacing Top Course", per ton. 21 22 23 8-50 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS 24 �.....� 25 26 New Section 27 Section 8-50 is an added new section with new subsections: 28 29 CITY OF PASCO 30 TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS 31 Amended April 4, 2005 by Ordinance 5131 32 33 SECTION 1 PURPOSE 34 The purpose of this code section is to establish guidelines for the restoration of City streets 35 disturbed by installation of utilities and other construction activities. Any public or private utilities, 36 general contractors, or others permitted to work in the public right-of-way will adhere to the 37 procedures set forth in this policy. 38 39 SECTION 2 DEFINITIONS 40 Engineer: The term engineer shall denote the City project manager, inspector and/or plan 41 reviewer, or their designated representative. 42 43 SECTION 3 HOURS OF OPERATIONS 44 Hours for work within the roadway for asphalt overlays or trench restoration shall be as directed 45 by the Traffic Control Plan requirements and as approved by the Traffic Operations Engineer. 46 47 SECTION 4 APPLICATION 48 The following standards shall be followed when doing trench or excavation work within the 49 paved portion of any City of Pasco right-of-way. 50 Modifications or exemptions to these standards may be authorized by the 51 Planning/Building/Public Works Administrator, or authorized representative, upon written Chapel Hill Extension LID SP -57 Special Provisions request by the permittee, their contractor or engineer and demonstration of an equivalent alternative. 4 SECTION 5 INSPECTION 5 The Engineer may determine in the field that a full street -width (edge -of -pavement to edge- of - 6 pavement) overlay is required due to changes in the permit conditions such as, but not limited to 7 the following: 8 9 There has been damage to the existing asphalt surface due to the contractor's equipment. 10 The trench width was increased significantly or the existing pavement is undermined or 11 damaged. 12 Any other construction related activities that require additional pavement restoration. 13 14 SECTION 6 CITY OF PASCO STANDARDS 15 Materials and workmanship are required to be in conformance with standards for the Standard 16 Specifications for Road, Bridge, and Municipal Construction prepared by the Washington State 17 Chapter of the American Public Works Association (APWA) and the Washington State 18 Department of Transportation (WSDOT) and shall comply with the most current edition. 19 20 An asphalt paver shall be used in accordance with Section 5-04.3(3) of Standard Specifications. 21 A "Layton Box" or equal may be used in place of the power -propelled paver. Rollers shall be 22 used in accordance with Section 5-04.3(4) of the Standard Specifications. "Plate Compactors" 23 and "Jumping Jacks" SHALL NOT be used in lieu of rollers. 24 25 Trench backfill and resurfacing shall be as shown in the City of PASCO Standard Details or as 26 shown on the Plans, unless modified by the City Permit. Surfacing depths shown in the 27 Standard Details are minimums and may be increased by the Engineer to meet traffic loads or 28 site conditions. 29 30 SECTION 9-29, ILLUMINATION, SIGNAL, ELECTRICAL 31 AUGUST 4, 2014 32 33 9-29.2(1) Junction Boxes 34 This section is replaced with the following: 35 36 Underground enclosures for the splicing and termination of wiring conductors and conduits shall 37 be installed at the locations as shown on the plans or as directed by the Engineer. The size of 38 the box shall meet the requirements of Article 370.18 and 370.19 of the State Electrical Code. 39 40 9-29.2(1)A Standard Duty Junction Boxes 41 This section's title is revised to read: 42 43 Non -Traffic Bearing Junction Box 44 45 The text is replaced with the following: 46 47 Junction boxes to be used in non -vehicular traffic bearing areas shall be composed of reinforced 48 plastic materials and shall be equipped with a removal locking cover with the word "Electric' 49 formed into its top. The junction box shall be Model PG 1324CA00 as manufactured by the 50 Quazite Company, San Jose, California, or an approved equal. Box cover shall have temper 51 resistant penta head bolts, Quazite Part No. 80026 or approved equal. Chapel Hill Extension LID SP -58 Special Provisions 1 2 9-29.2(1)A7 Concrete Junction Boxes 3 This section's title is revised to read: 4 5 Traffic Bearing Junction Box 6 7 The text is replaced with the following: 8 9 Junction boxes to be used in vehicular traffic bearing areas shall be according to the 10 requirements of Design "A" of the SWSS Drawing J-1 la, entitled "Concrete Junction Boxes." 11 12 When a traffic bearing junction box is required, it shall be called out on the plans. 13 14 9-29.2(1)A2 Non -Concrete Junction Boxes 15 This section's title is removed. 16 17 9-29.2(1)A3 Junction Box Installation 18 This is a new section 19 20 Junction boxes shall be located as shown on the plans or as directed by the Engineer. The 21 Contractor may install, with the approval of the Engineer, and at their own expense, such 22 additional junction boxes as may be desired to facilitate their work. 23 24 The Contractor shall place four inches (4") of five-eighths inch (5/8") crushed rock in the bottom 25 of all junction boxes after installing the conduit and wiring. When placing the crushed rock in the 26 junction box, the Contractor shall take special care to prevent any dust, durt, rock chips, or 27 objectionable materials from entering into the exposed ends of the conduit. 28 29 9-29.2(1)B Heavy -Duty Junction Boxes 30 This section is removed. 31 32 9-29.2(2) Standard Duty and Heavy -Duty Cable Vaults and Pull Boxes 33 This section's title is revised to read: 34 35 Small Cable Vaults, Standard Duty Cable Vaults, Heavy -Duty Cable Vaults, Standard Duty Pull 36 Boxes, and Heavy -Duty Pull Boxes 37 38 In the first paragraph, the first sentence is revised to read: 39 40 Small, Standard Duty and Heavy -Duty Cable Vaults and Standard Duty and Heavy -Duty Pull 41 Boxes shall be constructed as a concrete box and as a concrete lid. 42 43 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes 44 This section's title is revised to read: 45 46 Small Cable Vaults, Standard Duty Cable Vaults, and Standard Duty Pull Boxes 47 48 The first paragraph is revised to read: 49 Chapel Hill Extension LID SP -59 Special Provisions 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 Small and Standard Duty Cable Vaults and Standard Duty Pull boxes shall be concrete and have a minimum load rating of 22,500 pounds and be tested in accordance with Section 9- 29.2(1)C for concrete Standard Duty Junction Boxes. In the second paragraph, the first sentence is revised to read: Concrete for Small and Standard Duty Cable Vaults and Standard Duty Pull Boxes shall have a minimum compressive strength of 4,000 psi. In the third paragraph, the first sentence is revised to read: All Small and Standard Duty Cable Vaults and Standard Duty Pull Boxes placed in sidewalks, walkways, and shared -use paths shall have slip -resistant surfaces. The fourth paragraph (up until the colon) is revised to read: Materials for Small and Standard Duty Cable Vaults and Standard Duty Pull Boxes shall conform to the following: 9-29.2(1)B Heavy Duty Junction Boxes The second paragraph is revised to read: The Heavy -Duty Junction Box steel frame, lid support and lid fabricated from steel plate and shapes shall be painted with a shop applied, inorganic zinc primer in accordance with Section 6- 07.3. Ductile iron and gray iron castings shall not be painted. The following new paragraph is inserted after the second paragraph: The concrete used in Heavy -Duty Junction Boxes shall have a minimum compressive strength of 4,000 psi. In the fourth paragraph (after the preceding Amendment is applied), the table is revised to read: Materials Requirement Concrete Section 6-02 Reinforcing Steel Section 9-07 Lid ASTM A 786 diamond plate steel, rolled from plate complying with ASTM A 572, grade 50 or ASTM A 588, and having a min. CVN toughness of 20 ft -Ib at 40 degrees F. Or Ductile iron casting meeting Section 9-05.15 Frame and stiffener plates ASTM A 572 grade 50 or ASTM A 588, both with min. CVN toughness of 20 ft -Ib at 40 degrees F Or Gray iron casting meeting Section 9-05.15 Anchors (studs) Section 9-06.15 Threaded Anchors for Gray Iron ASTM F1554 grade 55 Headed Anchor Frame Requirements Chapel Hill Extension LID SP -60 Special Provisions 2 3 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Bolts, Studs, Nuts, Washers ASTM F 593 or A 193, Type 304 or 316, or Stainless steel grade 302, 304, or 316 in accordance with approved shop drawings Hinges and Locking and Latching In accordance with approved shop drawings Mechanism and associated Hardware and Bolts Safety Bars In accordance with approved shop drawings The last paragraph is revised to read: The bearing seat and lid perimeter shall be free from burrs, dirt, and other foreign debris that would prevent solid seating. Bolts and nuts shall be liberally coated with anti -seize compound. Bolts shall be installed snug tight. The bearing seat and lid perimeter shall be machined to allow a minimum of 75 percent of the bearing areas to be seated with a tolerance of 0.0 to 0.005 inches measured with a feeler gage. The bearing area percentage will be measured for each side of the lid as it bears on the frame. 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable The following new subsection is added: 9-29.3(3) Wire Marking Sleeves Wire marking sleeves shall be full -circle in design, non -adhesive, printable using an indelible ink and shall fit snugly on the wire or cable. Marking sleeves shall be made from a PVC or polyolefin, and provide permanent identification for wires and cables. 9-29.10 Luminaires Section 9-29.10 the third paragraph is revised to read: All luminaires shall be provided with markers for positive identification of lights source type and wattage. Markers shall be 3 inches square with Gothic bold, black 2 -inch legend on a white background. Legends shall be sealed with transparent film resistant to dust, weather, and ultraviolet exposure. Section 9.29.10(1) Conventional Roadway Luminaires is supplemented with the following: LED Lamps The 101 Watt LED Cobra head lamp shall be a Cree XSP2 or approved equal that: • Has full 10 years written/ published warranty • Is Field Adjustable Drive current with a minimum of 6-9 settings. • Colorfast Delta Guard Finish • ASTM 8117 Salt Fog / Spray Corrosion Test: Pass "5000" Hour Test • L70 (life hours= 118,000+) • Minimum CRI of 70 • Vibration testing to 3G and CalTrans requirements • Field Installable Back Light Shield Provide LED photo control with a 20 -year field life with parts satisfying ASTM D 1056 and MIL - 1 -24768/2/27 -GEE. Chapel Hill Extension LID SP -61 Special Provisions 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9-29.16 Vehicle Signal Heads, Displays and Housings Section 9-29.16, second paragraph is revised to read: Backplates shall be constructed of 5 -inch -wide, .050 -inch -thick corrosion- resistant vented flat back anodized aluminum and shall be mounted with stainless steel hardware. A f- inch -wide strip of yellow retro -reflective, type IV prismatic sheeting, conforming to the requirements of Section 9-28.12, shall be applied around the perimeter of each backplate with the exception of installations where all sections of the display will be dark as part of normal operation such as ramp meters, hawk signals and tunnels. The sheeting shall be applied in accordance with the manufacturer's recommendations. The application surface of the backplate shall be cleaned, degreased with isopropyl alcohol and dried prior to the application of the sheeting. Section 9-29.16 is supplemented with the following: Visors: 12 in. Poly — 12 in. deep, tunnel type, and flat black inside. Covering Material: Signal head covering material shall consist of 4 mil. minimum thickness black polyethylene sheeting 9-29.19 Pedestrian Push Buttons Section 9-29 is supplemented with the following: Accessible Pedestrian Signal (APS) System Prior to start of the installation of the APS, The Contractor shall submit a sample unit for testing. Installation of the APS shall not begin until written approval of the sample had been received from Engineer. If the unit fails to pass testing, the Contractor shall repair or replace the subsequent unit at his expense. A field test of a single APS shall be performed in the presence of the Engineer. All repairs or replacements required to ensure a fully operated system shall be at the Contractor's expense. The APS shall be installed in accordance with manufacture's recommendations The Accessible Pedestrian Signal (APS) shall be an audible -tactile pedestrian signal system and shall consist of all electronic control equipment, mounting hardware, push buttons and signs designed to provide both a pushbutton with a raised, vibrating tactile arrow on the button as well as a variety of audible indications for differing pedestrian signal functions. The APS system shall meet the following as provided by Polara or approved equal meeting the following specifications. Polara EZ Communicator Navigator APS or approved equal (including central control unit, push button assembly and all other system components) shall be 2 wire Push Button Station (E2 PBS and ENPBS) respectively and interface to the Communicator Accessible Pedestrian System. The APS shall meet the following requirements: • 2009 Manual of Uniform Traffic Control Devices (MUTCD), Chapter 4E —Pedestrian Control Features Chapel Hill Extension LID SP -62 Special Provisions 1 • NEMA TS 2 Section 2.1 requirements for Temperature and Humidity, Transient 2 Voltage Protection and Mechanical Shock and Vibration. 3 • IEC 61000-4-4; 4-5 Transient Suppression requirements. 4 • FCC Tittle 47, Part 15, Class A, Electronic Noise requirements. 5 6 The APS pushbutton enclosure shall meet the NEMA 250 — Type 4X enclosure requirement. 7 Upon installation the APS shall be have the following functional requirements. 8 9 APS functional requirements. The APS shall have the following functional features: 10 11 The APS shall be programmable and adjustable. Programming and adjustments shall be made 12 using a laptop computer or vendor supplied programmer. No additional hardware or equipment 13 shall be required. The APS shall be fully compatible with the three latest version of the Windows 14 operating platform. The programmable features shall be: 15 16 • Push-button locator tone 17 • Walk and Wait audible message 18 • Audible push-button informational message 19 • Audible crossing beacon 20 • Vibrating tactile arrow 21 • Independent minim and maximum volume limits for the Locator Tone, Walk and 22 Audible Beaconing features. 23 • All audible features shall emanate from the pedestrian pushbutton housing. 24 • The APS shall utilize digital audio technology, having a minimum 12 -bit sample at a 25 16k Hz sample rate. Total harmonic distortion shall be less than 3 percent at 75 26 decibels. 27 • The APS shall provide independent ambient sound adjustment for the Locator Tone 28 feature. The APS shall allow for Locator Tone volume to be set below the ambient 29 noise level. The system shall have, at a minimum, three programmable locator tones. 30 All sound levels shall adjust automatically utilizing an internally mounted, interval 31 ambient sensing microphone, in accordance with the MUTCD. 32 • The APS shall monitor the Walk condition for conflict operation. As a standalone unit, 33 the APS shall disable the Walk functionality should a conflict be detected. 34 • The APS system shall log cumulative call data. The data shall be date and time 35 stamped, and shall be accessible via laptop. 36 • The system shall have a programmable Extended Push Activation feature with the 37 ability to extend the Walk time and provide an informational audible message. 38 Activation shall be programmable form one to six seconds. 39 • The system shall provide a programmable audible Wait message when the button is 40 pushes. The message shall only annunciate once per actuation. 41 42 Power Control Unit (PCU): 43 44 • The PCU shall be mounted in the pedestrian signal head and shall be powered by 45 the activation of Walk or Don't Walk using 120 Volts Alternating Current (VAC). 46 47 • The PCU shall utilize separate power inputs for Walk and Don't Walk 48 49 • The voltage at the push button shall not exceed 24 VAC Chapel Hill Extension LID SP -63 Special Provisions 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Push Button Assemble (PBA) • The PBA shall be a single assembly containing an ADA compliant, vibro-tactile directional arrow button, weatherproof audible speaker and informational sign with optional placard braille messages. • The PBA housing shall not incorporate any plastic or polycarbonate parts. • The PBA tactile arrow shall be 2 inches in length and shall be field adjustable to two directions. • The pushbutton shall utilize Piezo switch technology rated at greater than twenty million operations. Vibro-tactile operation shall pulse at 20 HZ with a minimum 0.003 -inch displacement against a 2 pound applied force. • The PBA assembly shall be capable of mounting on a curved or flat surface utilizing either machine screws or bolts or banding type mounting hardware. The PBA shall accommodate mounting to a minimum 2 -inch diameter pole. 91-29.24(3) Data Aggregator Data Aggregator shall be installed in each traffic signal cabinet as shown in the Plans and shall be iCITE G2 Data Aggregator DA -300 or approved equal. The device shall have the ability to connect to a NEMA TS -2 traffic controller via Ethernet or SDLC port to retrieve real-time detection and intersection status. The Data Aggregator must be provided and installed by the cabinet manufacturer. The device shall meet the following hardware requirements: Hardware. Requirements Req. Num. Requirement Description DA 1.1 The device shall meet applicable environmental requirementsof NEMA TS -2 section 2. DA 1.2 The device shall have a switchable power supply, and shall operate at 110 VAC / 224 VAC at 50-60 Hz. without any external converters. DA 1.3 The device shall be either shelf mounted or have a bracket to mount to the side of a standard 19 -inch EIA rack. DA 1.4 The device shall have 8 detector/isolator serial ports. DA 1.5 The device shall have 1 SDLC/HDLG port. DA 1.6 The device shall have 2 Ethernet ports. DA 1.7 The device shall have 2 external USB 2.0 Host interface connections. DA 1.8 The device shall have an external Serial Port. DA 1.9 The device shall be optimized and shall have antenna connections for: Cellular Modem (GSM, GPRS, LTE, 3G) GPS Wi-Fi Bluetooth DSRC radio DA 1.10 The device shall have 8 Analog inputs 0 to 300 VAC). DA 1.11 The device shall have 8 Analog inputs 0 to 30 VDC . DA 1.12 The device shall have 20 Digital inputs 0 to 30 VDC . Chapel Hill Extension LID SP -64 Special Provisions j DA 1.13 The device shall have 4 relay/open collector (based on ordered configuration) digital outputs. DA 1.14 The device shall have a user accessible fuse. DA 1.15 The device shall provide isolation of at least 10 megohms between digital ground and AC Neutral. DA 1.16 The device shall operate normally and transmit messages for 10 minutes without power. DA 1.17 The device shall operate for 5 years without replacement of the battery. DA 1.18 The device shall utilize a WiFi radio based on the RTL8187L chipset. DA 1.19 The device shall utilize a TI AM3358 Sitara processor. DA 1.20 The device shall have at least 512 MB es of RAM DA 1.21 The device shall have at least 4 GB es of Flash Memory DA 1.22 The device shall measure cabinet temperature. DA 1.23 The device shall have a user accessible Standard/Mini-size SIM card. DA 1.24 The device shall have tamper evident labeling DA 1.25 The device shall not draw more than 1A at 24VDC, (or 13 Watts from 120/240VAC DA 1.26 The device shall provide indications for power, health, and connectivity status/signal strength DA 1.27 The device shall provide a means for easy ower cycling DA 1.28 The depth of the device including mating connectors and harness shall be less than 11.00 inches, the height of the device shall be less than 10.5in NEMA TS2 4.2.4 Power supply Parameter Conditions/Description Min Typ Max Units Applied Voltage Measured without damage 8 - 28 VDC Ambient Temperature Operating Temperature -40 - 85 °C Humidity Non condensing 5 - 95 % Input Current Max continuous input current, Full Load 1 A Inrush Current Max inrush current TBD A 3 DC analog Inputs Parameter Conditions/Description Min Typ Max Units Maximum input Voltage Measured without damage 0 - 42 VDC Input Impedance 100 - 150 k - Measurement Accuracy 0.1 - - V 4 5 AC analog Inputs Parameter Conditions/Descri tion Min Typ Max Units Maximum input Voltage Measured without damage 0 - 200 VAC Input Impedance 200 - 205 k - Chapel Hill Extension LID SP -65 Special Provisions 2 5 6 7 8 9 10 Parameter Conditions/Description Min Typ Max I Units Measurement Accuracy Measured without damage 1 Output Collector 100 V DC Di ital Inouts Parameter Conditions/Description Min Typ Max I Units Maximum input Voltage Measured without damage 0 Output Collector 100 VDC Input Threshold Programmable Battery Status High/Normal/Low (tolerances TBD) V 12 Cabinet Heater On/Off Cabinet door Open/Closed 6 Cabinet Temp High/Normal/Low Flash Status In Flash/Normal Operation 3 Battery Backup status Good/Bad Preempt status On/Off 2.5 Photocell Operation On/Off Stop Time Stop/Run Input High Voltage - V Threshold Hysteresis - Optional Pullu Resistor 47 t In ut Im edance 100 - 150 Oi Amts Function NO COM I NC Relay Output Normally Open Connection Common Connection Normally Closed Connection Solid State Output Output Collector Output Emitter No connection FIRMWARE The device shall utilize more than 1 processor, global requirements for all processors are given 2.0.x numbers, firmware requirements for the application processor are given 2.1.x numbers and firmware requirements for real time processors are given 2.2.x numbers. Reg. Num. Requirement Description DA 2.0.1 All firmware shall be remotely upgradable via Cell Modem, Ethernet or USB connections DA 2.0.2 The device shall identify failures and self -reset. DA 2.0.3 The device shall communicate to the cloud on state change at a minimum the following user enabled state changes: Battery Status High/Normal/Low (tolerances TBD) Line Status High/Normal/Low Fan On/Off Cabinet Heater On/Off Cabinet door Open/Closed DC power Status Good/Fail Cabinet Temp High/Normal/Low Flash Status In Flash/Normal Operation Battery Backup system Charging/Fully charged Battery Backup status Good/Bad Preempt status On/Off Police Switch On/Off Photocell Operation On/Off Stop Time Stop/Run Chapel Hill Extension LID SP -66 Special Provisions DA 2.0.4 The device shall communicate at a minimum the following Measurements: Battery voltage Line Voltage Line Frequency Cabinet DC Voltage Cabinet Temperature GPS Location BBS Battery Voltage DA 2.0.5 The device shall communicate the measurements at a minimum of once per 30 minutes. DA 2.0.6 The device shall communicate the signal status once per cycle or every 5 minutes whichever occurs first DA 2.0.7 The device shall communicate shall prioritize the signal information as follows (highest priority = lowest number): Information received from the Monitor Detector count information from direct connections Information received through the HDLC port. DA 2.1.1 The device shall minimize its data usage through the cellular modem. DA 2.1.2 The device shall communicate 1/0 transitions upon change of state. DA 2.1.3 The device shall communicate monitor channel information once per cycle or every 5 minutes (whichever occurs first). DA 2.1.4 If connected to detectors (Serial interface) The device shall communicate detector count/presence information once per cycle or every 5 minutes whichever occurs first DA 2.1.5 The detector and monitor channel information shall be synchronized DA 2.2.1 Each analog input shall be sampled at a minimum of 2 times Nyquist or 1/second whichever is more stringent DA 2.2.2 Each digital input shall be sampled at a minimum of 1/second DA 2.2.3 The device shall measure high voltage inputs (120/240 VAC) with an accuracy of at least 1V DA 2.2.4 The device shall measure low voltage inputs (0 to 30 V) with an accuracy of at least 0.1 V 3 9-30 WATER DISTRIBUTION MATERIALS 4 5 9-30.1(5)A Polyvinyl Chloride (PVC) Pipe (4 Inches and Over) 6 (,..«„) 8 Revise Section 9-30.1(5)A as follows: 9 10 PVC pipe for water mains shall meet the requirements of ANSI/AWWA C900-16 of 11 ANSI ASA "G905. PVC pipe shall have the same outside dimensions as ductile iron pipe. Chapel Hill Extension LID SP -67 Special Provisions PVC pipe for distribution pipelines shall be a minimum of SDR 18. Pipe shall be listed by Underwriters' Laboratories, Inc. 5 9-35 TEMPORARY TRAFFIC CONTROL MATERIALS 6 9-35.0 General Requirements 7 8 9 The following item is deleted from the list of temporary traffic control materials: 10 11 Barrier Drums 12 13 The last sentence of the second paragraph is revised to read: 14 15 Certification for crashworthiness according to NCHRP 350 or the Manual for Assessing 16 Safety Hardware (MASH) will be required as described in Section 1-10.2(3). 17 18 9-35.2 Construction Signs 19 (..... 20 21 The first sentence is revised to read: 22 23 Construction signs shall conform to the requirements of the MUTCD and shall meet the 24 requirements of NCHRP Report 350 for Category 2 devices or MASH. 25 26 9-35.7 Traffic Safety Drums 27 ......) 28 29 The third paragraph is revised to read: 30 31 Drums and light units shall meet the crashworthiness requirements of NCHRP 350 or 32 MASH as described in Section 1-10.2(3). 33 34 9-35.8 Barrier Drums 35 (......) 36 37 This section including title is deleted in its entirety. 38 39 9-35.12 Transportable Attenuator 40 (......) 41 42 In the first paragraph, the fourth sentence is revised to read: 43 44 The Contractor shall provide certification that the transportable attenuator complies with 45 NCHRP 350 Test level 3 or MASH Test Level 3 requirements. 46 47 9-35.13 Tall Channelizing Devices 48 (......) 49 50 In the sixth paragraph, the last sentence is revised to read: 51 Chapel Hill Extension LID SP -68 Special Provisions 4 5 I The method of attachment must ensure that the light does not separate from the device upon impact and light units shall meet the crashworthiness requirements of NCHRP 350 or MASH as described in Section 1-10.2(3). Chapel Hill Extension LID SP -69 Special Provisions u 1 1 I 1 I 1 1 1 1 1 J 1 1 1 I 1 CITY OF PASCO 2 AMENDMENTS TO THE STANDARD SPECIFICATIONS 3 January 18, 2019 4 5 Pasco Municipal Code 14.10.010 6 The Standard Specifications for Road, Bridge, and Municipal Construction 7 published by Washington State Department of Transportation shall govern all 8 construction, modification, extension or improvement affecting directly or 9 indirectly any City utility or street infrastructure elements. Said improvements 10 include, but are not limited to, streets, sidewalks, structures, sewer lines, water 11 lines, storm drainage lines, irrigation lines, or appurtenances thereto, either by 12 public contract or by private development, within the City. 13 14 The Standard Specifications are adopted as modified by the City of Pasco 15 Amendments to the Standard Specifications and the City of Pasco Standard 16 Drawings, approved and signed by the city Engineer, except as may be directed by 17 the City Engineer. 18 19 The City Clerk shall keep three copies of the Standard Specifications and 20 Amendments on file at all times as required by state law. (Ord. 3969, 2010; Ord. 21 1367 Sec. 1, 1969; Code 1970 § 14.08.010.) 22 23 The Standard Specifications for Road, Bridge, and Municipal Construction, as 24 prepared by the Washington State Department of Transportation hereinafter 25 referred to as "Standard Specifications," hereby references are made a part of said 26 specifications as amended before January 20, 2019, by the Washington State 27 Department of Transportation , the City of Pasco Standard Amendments, and the 28 APWA general special provisions as indicated and supplemented by the "Special 29 Provisions." Copies of the Standard Specifications are available for review and 30 inspection at the office of the Engineer. Copies of the Standard Specifications may 31 be purchased from: 32 33 Washington State Department of Transportation (WSDOT) 34 Engineering Publications 35 Post Office Box 47408 36 Olympia, WA. 98504-7408 37 38 Copies of the City of Pasco Standard Amendments may be acquired at: 39 http://pasco-wa.gov/index.aspx?NID=409 40 41 42 AMENDMENTS: 43 Introduction: 44 The following Amendments to the Standard Specifications supersede any conflicting 45 provisions of the Standard Specification. For informational purposes, the date following COPA -1 1 each Amendment title indicates the implementation date of the Amendment or the latest 2 date of revision. 3 4 Each Amendment contains all current revisions to the applicable section of the Standard 5 Specifications and may include references which do not apply to any particular project. 6 7 Modifications and Clarifications to the General Requirements of the Standard 8 Specification: 9 10 11 1-02.8 Noncollusion Declaration 12 (November 4, 1997 COP GSP) 13 14 Supplement Section 1-02.8 with the following: 15 16 A Non -collusion Declaration (Certificate) is required. 17 18 1-02.9 Delivery of Proposal 19 (October 1, 2005 APWA GSP) 20 21 Supplement Section 1-02.9 with the following: 22 23 Bid bonds shall be submitted on the form supplied by the Contracting Agency. 24 25 26 1-03 AWARD AND EXECUTION OF CONTRACT 27 28 1-03.2 Award of Contract 29 (January 1, 2010 COP GSP) 30 31 Revise Section 1-03.2 to read: 32 33 Normally, Contract Award or Bid rejection will occur within 60 calendar days after 34 Bid opening. If the lowest responsible Bidder and the Contracting Agency agree, 35 this deadline may be extended. If they cannot agree on an extension by the 60 36 calendar day deadline, the Contracting Agency reserves the right to Award the 37 Contract to the next lowest responsible Bidder or reject all Bids. The Contracting 38 Agency will notify the successful Bidder of the Contract Award in writing. 39 40 1-04 SCOPE OF WORK 41 42 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, 43 Specifications, and Addenda 44 (October 3, 2014 COP GSP) 45 46 Revise the second paragraph of Section 1-04.2 to read: 47 COPA -2 L 1 Any inconsistency in the parts of the contract shall be resolved by following this 2 order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 3 1. Addenda, 4 2. Proposal Form, 5 3. Special Provisions, 6 4. Approved Construction Plans, 7 5. City of Pasco Amendments to the Standard Specifications, 8 6. Amendments to the Standard Specifications, 9 7. Standard Specifications, 10 8. Contracting Agency's Standard Plans or Details (if any), and 11 9. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 12 13 1-04.7 Differing Site Conditions (Changed Conditions) 14 (January 1, 2010 COP GSP) 15 16 Supplement Section 1-04.7 with the following: 17 18 The Contractor may perform test pits to investigate subsurface conditions during 19 the bidding phase with approval from the Engineer. 20 21 1-05 CONTROL OF WORK 22 23 1-05.4 Conformity with Plans. Stakes, Deviation 24 (January 1, 2012 COP GSP) 25 26 Supplement Section 1-05.4 with the following: 27 28 The Contractor shall provide a surveyor, licensed to practice in the State of 29 Washington, for all project surveying. The Engineer will provide any survey control 30 and benchmarks used in the creation of the construction drawings. Unless 31 otherwise provided for in the bid proposal, all costs for project surveying shall be 32 included in the cost of other bid items. 33 34 The stationing marked in the field for construction staking shall match the 35 stationing on the construction drawings. 36 37 "Blue Top" stakes shall be provided for subgrade and top course, on the roadway 38 center line, at a minimum of 50 -foot stations on tangent sections and 25 -foot 39 stations on horizontal curves, vertical curves, and through intersections. "Blue Top" 40 stakes shall also be provided at the quarter crowns, matching the centerline 41 spacing, for all cross sections 40 feet and wider. When concrete curb and gutter 42 exists or is installed with the project, "Blue Top" stake elevations shall be 43 referenced to the curb elevations and may vary slightly from the construction 44 drawings to achieve the required crushed surfacing thicknesses and roadway 45 cross slopes. COPA -3 I 2 The Engineer reserves the right to check or have checked all project surveying. If 3 the surveying is determined to be incorrect, the Contractor shall bear all costs 4 associated with checking the surveying. If the grades are found to be correct, the 5 Contractor will be compensated for costs and lost time in accordance with Section 6 1-04.4. 8 1-05.6 Inspections of Work and Materials 9 (January 1, 2010 COP GSP) 10 11 Supplement Section 1-05.6 with the following: 12 13 The Engineer or his representative may not be on the job site full-time. The 14 Contractor shall follow the approved construction plans and specifications, 15 schedule, and request inspections and testing at the appropriate times as required 16 herein. The Engineer will make an effort to provide inspections on short notice, 17 but if unable to, the requirements for proper notice shall apply. The project 18 schedule prepared by the Contractor and approved by the Engineer shall also be 19 used as a guide for the Contractor to schedule inspections. The Contractor shall 20 provide 48 hours of response time to a request for inspections and 48 hours for 21 testing, but in no case shall there be more than 72 hours notice. The request shall 22 state the date and approximate time the inspection or test is requested. If the 23 Contractor has requested two (2) inspections or tests and is not prepared for said 24 inspection or test, the Contractor shall pay the costs for any additional improperly 25 scheduled requests. 26 27 At the beginning of the project, or each applicable construction activity, the 28 Contractor shall meet with the Engineer and establish a minimum 100 feet of 29 product, in the field, which meets the specifications. This work includes: survey 30 staking and control, pavement cuts, utility trenches, trench bedding, pipe 31 installation, backfill, patches, curb and gutter alignment, grade and finish, sidewalk 32 finish, paving finish, and any other activities determined by the Engineer to be 33 important to the project. No major amount of work shall proceed until this is 34 established. This does not waive the Contractor's requirements in the 35 specifications for quality control or materials used. 36 37 Inspections and testing are mandatory for acceptance of backfilling any utility 38 trenches; placing base course and top course for streets; paving: placing 39 sidewalks, curbs and gutters, sewer and water line installation. 40 41 42 1-05.7 Removal of Defective and Unauthorized Work 43 (January 1, 2012 COP GSP) 44 45 Supplement Section 1-05.7 with the following: 46 COPA -4 P 1 For new roadway/street construction and overlay projects, HMA work rejected shall 2 require the replacement of the entire road or street width from block to block or as 3 approved in writing from the Engineer. For trench patching, HMA work rejected 4 shall require the replacement of the entire patch width from block to block or as 5 approved in writing from the Engineer. 6 7 1-05.11 Final Inspection 8 9 Delete Section 1-05.11 and replace it with the following: 10 11 1-05.11 Final Inspections and Operational Testing 12 13 1-05.11(1) Substantial Completion Date 14 (January 1, 2012 COP GSP) 15 16 The Contracting Agency has the right to use any and/or all work prior to Substantial 17 Completion. 18 19 Utility castings shall be raised to final grade and final patching shall be completed 20 prior to issuance of Substantial Completion. 21 22 When the Contractor considers the work substantially complete, the Contractor 23 shall notify the Engineer in writing, requesting the Engineer establish the 24 Substantial Completion Date. The Contractor's request shall list the specific items 25 of work to be completed in order to reach physical completion. Upon receipt of the 26 Contractor's request, the Engineer will schedule an inspection of the work. The 27 Engineer may also establish the Substantial Completion Date unilaterally. 28 29 After this inspection, the Engineer will notify the Contractor in writing concurring in 30 or denying Substantial Completion. Upon receipt, the Contractor shall provide the 31 Engineer with a revised schedule and pursue without unauthorized delay the work 32 necessary to reach substantial completion. 33 34 The process shall be repeated until the Engineer establishes the Substantial 35 Completion Date. Once the substantial completion date has been established, the 36 Contractor shall work without delay to reach physical completion. 37 38 Any defective work found after Substantial Completion and prior to Final 39 Acceptance shall be considered contract work. 40 41 42 1-05.12 Final Acceptance 43 (January 1, 2012 COP GSP) 44 45 Supplement Section 1-05.12 with: 46 COPA -5 1 The City shall issue a statement of Final Acceptance at project completion. Work 2 performed by City forces, when a contractor fails to conform to the requirements 3 of 1-05.11, in which reimbursement to the City has not been made, will be withheld 4 from the final payment. A 60 -day appeal period will begin the day after final 5 acceptance. The retainage shall be released after the appeal period and in 6 accordance with Washington State R.C.W.'s. (See 1-09.9(1) Retainage) 7 8 Add the following new section: 10 1-05.16 Water and Power 11 (October 3, 2014 COP GSP) 12 13 If City water is used for any work related to this project, a Fire Hydrant Meter and 14 Gate Valve will need to be obtained from the City of Pasco to be used specifically 15 for this 16 project. The Contractor shall be charged an $800 return deposit plus a $50 non - 17 refundable handling and processing fee for the meter and valve. The City will 18 charge the Contractor for any water used in the construction of the project. Any 19 water used for this project shall be considered incidental to construction and will 20 be paid per Standard Specification 2-07.5. The Contractor shall not operate the 21 hydrant as a gate valve, nor shall the Contractor be allowed to operate any other 22 City owned valve. The Contractor shall provide the necessary back flow prevention 23 device when connecting to the water service. The Fire Hydrant Meter requirements 24 and the Fire Hydrant Meter Application are available at the Customer Service 25 Window and the Engineering Department. 26 27 28 1-06 CONTROL OF MATERIAL 29 30 1-06.2(1) Samples and Tests for Acceptance 31 (January 1, 2012 COP GSP) 32 33 Supplement Section 1-06.2(1) with the following: 34 35 The Engineer may designate a third party testing agency to perform sampling and 36 testing. The Engineer shall be notified 48 -hours in advance of all testing. 37 38 If work is rejected due to test failure, the Contractor shall remove and replace the 39 rejected work. If the work fails testing again, all costs for further testing shall be 40 borne by the Contractor. 41 42 1-06.2(2) Statistical Evaluations of Materials for Acceptance 43 (November 4, 1997 COP GSP) 44 45 Delete Section 1-06.2(2) 46 47 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC I 1 2 1-07.9 Wages 3 4 1-07.90) General 5 (November 11, 1997 COP GSP) 6 7 Supplement the eighth paragraph of Section 1-07.9(1) with the following: 8 9 The Contractor shall pay all required fees established in WAC 296-127-045 and 10 consider said fees incidental to the project. 11 12 13 14 1-07.17 Utilities and Similar Facilities 15 (January 1, 2012 COP GSP) 16 17 Supplement Section 1-07.17 with the following: 18 19 Only City personnel shall operate water system valves. 20 21 Where the location of the work is in proximity to overhead wires and power lines, 22 the Contractor shall coordinate all work with the utility and shall provide for such 23 measures as may be necessary for the protection of workmen. 24 25 Locations and dimensions shown in the Plans for existing facilities are in 26 accordance with available information obtained without uncovering, measuring, or 27 other verification. In addition to the requirements of RCW 19.122, the Contractor 28 shall use surface features and other evidence in determining the approximate utility 29 location prior to excavation. The Contractor shall hand dig to expose known 30 utilities. 31 32 1-07.230) Construction Under Traffic 33 (January 1, 2010 COP GSP) 34 35 Delete the second paragraph of Section 1-07.23(1) in its entirety, and replace it with the 36 following: 37 38 To disrupt traffic as little as possible, the Contractor shall permit traffic to pass 39 through the Work with the least possible inconvenience or delay. The Contractor 40 shall maintain existing roads, streets, sidewalks, and paths within the project limits, 41 keeping them open and in good, clean, safe condition at all times. Deficiencies 42 caused by the Contractor's operations shall be repaired at the Contractor's COPA -7 1 expense. The Contractor shall also maintain roads, streets, sidewalks, and paths 2 adjacent to the project limits when affected by the Contractor's operations. 4 1-08 PROSECUTION AND PROGRESS 5 6 1-08.4 Notice to Proceed and Prosecution of Work 7 (January 1, 2010 COP GSP) 9 Supplement Section 1-08.4 with the following: 10 11 The Notice to Proceed shall specify the first day of the contract. 12 13 1-08.5Time for Completion 14 (January 1, 2012 COP GSP) 15 16 Revise the third paragraph of Section 1-08.5 to read: 17 18 Contract time shall begin on the day indicated in the written notice to proceed. The 19 contractor must obtain written authorization from the engineer to start work on the 20 project at an earlier date. If permission is granted, then Contract time shall begin 21 on the first working day when onsite Work begins. The Contract Provisions may 22 specify another starting date for Contract time, in which case, time will begin on 23 the starting date specified. 24 25 (January 1, 2012 COP GSP) 26 27 Revise the fifth paragraph of Section 1-08.5 to read: 28 29 The Engineer will give the Contractor written notice of the Physical Completion 30 Date for all Work the Contract requires. That date shall constitute the Physical 31 Completion Date of the Contract, but shall not imply the City Council's acceptance 32 of the Work or the Contract. 33 34 1-09.9 Payments 35 (April 10, 2006 COP GSP) 36 37 Supplement this section with the following: 38 39 If mutually agreed upon, the City may prepare the Progress Payment Estimate. 40 The Contractor shall submit Request for payments on forms approved by the 41 Engineer, monthly for payment. The Engineer shall, upon receipt of progress 42 payment request, review for accuracy. The Engineer shall correct any inaccurate 43 entries and return progress payment request to the Contractor for concurrence and 44 re -submittal. If mutually agreed upon, by the Engineer and Contractor, the City 45 may prepare the Progress Payment. The Contractor, Engineer, and Director of COPA -8 J 1 Public Works or Designee, shall sign the progress payment in order for the 2 payment to be valid. The City will make payment within thirty calendar days from 3 the date of the valid progress payment. The cut off period for work covered in a 4 progress period will be within the last ten days of the month, usually by the 25th. 5 6 1-09.13 Claims Resolution 7 (April 4, 2006 COP GSP) 8 9 Revise Section 1-09.13 as follows: 10 11 1-09.13(2) Nonbinding Alternative Disputes Resolution (ADR) 12 Delete Section 1-09.13(2) in its entirety. 13 14 1-09.13(3) Claims $250.000 or Less 15 Delete Section 1-09.13(3) in its entirety. 16 17 1-09.13(3)A Administration of Arbitration 18 Delete Section 1-09.13(3)A in its entirety. 19 20 1-09.13(3)B Procedures to Pursue Arbitration 21 Delete Section 1-09.13(3)B in its entirety. 22 23 1-09.13(4) Claims in Excess of $250,000 24 Delete Section 1-09.13(4) in its entirety. 25 26 2-03 ROADWAY EXCAVATION AND EMBANKMENT 27 28 2-03.3(14)D Compaction and Moisture Control Tests 29 (January 1, 2012 COP GSP) 30 31 Supplement Section 2-03.3(14)D with the following: 32 33 34 35 Compaction testing shall be performed at the following interval, as a minimum: 36 37 Subgrade: Two (2) tests for the first ten thousand (10,000) square feet and one 38 (1) test for each additional ten thousand (10,000) square feet). 39 40 Ballast and Crushed Surfacing: Two (2) tests for the first ten thousand (10,000) 41 square feet and one (1) test for each additional ten thousand (10,000) square feet. 42 43 Hot Mix Asphalt: Two (2) tests for the first three thousand, five hundred (3,500) 44 square feet and one (1) test for each additional three thousand, five hundred 45 (3,500) square feet. Hot Mix Asphalt shall be tested on the same working day that 46 it was placed. COPA -9 2 Embankments: Two (2) tests for the first one thousand (1,000) square feet and 3 one (1) test for each additional one thousand (1,000) square feet. Tests will be 4 taken at varying depths within the embankment. 5 6 Trenches: Three (3) tests, at varying depths, shall be performed within the first 7 one hundred (100) feet of pipeline installed to establish compaction method. Once 8 a satisfactory method has been established, one test shall be performed for each 9 one hundred (100) linear feet of pipeline installed. Tests shall be taken at varying 10 depths along the trench. Compaction method shall be reestablished each time 11 backfill material, compaction equipment, or method of operation changes. 12 13 If the product fails any test, the Engineer will require additional testing to determine 14 the extent of the failure and more frequent tests may be required on additional 15 work. Testing shall be in accordance with Section 1-06.2(1). 16 17 2-11 TRIMMING AND CLEANUP 18 19 2-11.3 Construction Requirements 20 (January 1, 2012 COP GSP) 21 Supplement "the Contractor shall' of Section 2-11.3 with the following: 22 23 7. Restore all grass area affected by construction with sod and in accordance 24 with the City of Pasco Construction Standards. 25 8. Restore all landscaping rock, mulch, and bark with the same materials as 26 existed prior to construction. 27 9. Restore all shoulders, from edge of pavement to right of way line, with the 28 same material as existed prior to construction, except that earth shoulders 29 shall be restored with 2 inches of compacted crushed surface top course. 30 10. Restore the site and offsite areas damaged by the Work to their original 31 condition or better and to the satisfaction of the Engineer and the adjoining 32 homeowners. 33 34 35 5-04 HOT MIX ASPHALT 36 37 5-04.2 Materials 38 (January 1, 2010 COP GSP) 39 40 Revise the first sentence of the third paragraph of Section 5-04.2 to read: 41 42 If provided for in the special provisions or with approval in writing from the engineer, 43 the contractor may utilize recycled asphalt pavement (RAP) in the production of 44 HMA. 45 46 Revise the first sentence of the fifth paragraph to read: COPA -10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 If provided for in the special provisions or with approval in writing from the engineer, the contractor may use warm mix asphalt (WMA) processes in the production of HMA. 5-04.3(1) Weather Limitations (January 1, 2012 COP GSP) Revise Section 5-04.3(1) to read: HMA shall not be placed on any Traveled Way beginning October 1st through March 31 st of the following year without written approval from the Engineer. Asphalt for prime coat shall not be applied when the ground temperature is lower than 50°F without written approval of the Engineer. HMA shall not be placed on any wet surface, or when the average surface temperatures are less than those specified in the following table, or when weather conditions otherwise prevent the proper handling or finishing of the bituminous mixtures. Any exceptions to the above and following limitations will not be allowed without the written approval of the Engineer. Wind (mph) Ambient °F Minimum Surface OF Minimum Precipitation 0-5 45° 400 Not Measurable 5-10 50° 400 Not Measurable 10-15 550 40° Not Measurable 15+ No Paving No Paving Not Measurable 1. If the weather criteria are met, the paving contractor shall complete the entire panel or lane with no transverse joints. 2. If meteorological conditions changes after starting, construction shall be monitored by the Engineer and require their approval. 3. HMA shall not be placed on ground that is frozen. The weather guide shall be the "National Weather Service" zone forecast for the Lower Columbia Basin, Washington at www.wrh.noaa.gov/ 5-04.3(3)D Material Transfer Device/Vehicle (August 3, 2009 WSDOT GSP) Section 5-04.3(3)D is deleted in its entirety. COPA -11 1 2 5-04.3(4) Preparation of Existing Surfaces 3 (January 1, 2010 COP GSP) 4 5 Supplement Section 5-04.3(4) with the following: 6 7 Overlays and Utility Patches 8 9 Edges of asphalt and curb edge shall be tack coated. 10 11 Prior to paving utility trenches, the edges of the trenches shall be saw -cut parallel 12 to the center of the street leaving long straight edges. Should any undermining 13 occur on existing adjacent pavement, the contractor shall neatly cut the pavement 14 6 inches beyond the undermined area. The Engineer may waive all or a portion of 15 the saw cutting requirement if the original street cut is straight and not damaged. 16 17 5-04.3(4)B Soil Residual Herbicide 18 (January 18, 2019 COP GSP) 19 20 Revise the first paragraph of Section 5-04.3(4)B to read: 21 22 In all areas where hot mix asphalt is to be placed, apply one application of an 23 approved soil residual herbicide. Comply with Section 8-02.3(3)B. Complete 24 paving within 48 hours of applying the herbicide. 25 26 5-04.3(12) Joints 27 (January 1, 2011 COP GSP) 28 29 Supplement Section 5-04.3(12) with the following: 30 31 All joints shall be hand raked prior to rolling. The final joint shall be straight, level 32 with the abutting edge, free of coarse material at the surface, and neat in 33 appearance. The Contractor shall use panel widths that minimize longitudinal 34 pavement joints. 35 36 37 5-04.4 Measurement 38 (January 1, 2012 COP GSP) 39 40 Revise the fourth paragraph of Section 5-04.4 to read: 41 42 Soil residual herbicide will be included in the cost of HMA. 43 44 5-04.5 Payment 45 (January 1, 2010 COP GSP) 46 COPA -12 U 1 Delete the following in Section 5-04.5: 2 3 "Soil Residual Herbicide ft. Wide", per mile, or 4 "Soil Residual Herbicide", per square yard. 5 The unit Contract price per mile or per square yard for "Soil Residual Herbicide" 6 shall be full payment for all costs incurred to obtain, provide and install herbicide 7 in accordance with Section 5-04.3(5)6. 8 9 10 6-02 CONCRETE STRUCTURES 11 12 6-02.3(14) Finishing Concrete Surfaces 13 (January 1, 2010 COP GSP) 14 15 Supplement Section 6-02.3(14) with the following: 16 17 The completed surface shall be of uniform texture, smooth, uniform as to grade, 18 and free from defects of all kinds. The completed surface shall not vary more than 19 118 -inch from the lower edge of a 10 -foot straightedge placed on the surface 20 parallel to the centerline. 21 22 The finish shall be a light broom finish, or as noted in the City of Pasco Standard 23 Plans, or as approved by the Engineer. A non-uniform finish, an overworked finish, 24 a finish where a cement layer has formed, discolored, is spalling, or a finish 25 damaged by the weather, will not be accepted. 26 27 7-01 DRAINS 28 29 7-01.2 Materials 30 (November 20, 2006 COP GSP) 31 32 Supplement Section 7-01.2 with the following: 33 34 Materials shall meet the requirements of the City of Pasco Materials List. 35 36 7-04 STORM SEWERS 37 38 7-04.2 Materials 39 (November 20, 2006 COP GSP) 40 41 Supplement Section 7-04.2 with the following: 42 Materials shall meet the requirements of the City of Pasco Materials List. 43 44 7-04.3(1) Cleaning and Testing 45 46 7-04.3(1)A General COPA -13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 (October 3, 2014 COP GSP) Supplement Section 7-04.3(1)A with the following: All storm piping, with the exception of infiltration trench perforated pipe, shall have television inspection. Cost of television inspection shall be included in the pipe installation cost. All recordings shall be in color and in DVD format, playable on standard DVD players. Television inspection shall begin at the downstream structure and end at the next upstream structure. The camera speed shall not exceed one-half (1/2) foot per second. A pivot head camera shall be used with detailed inspection of all laterals showing the entire lateral with a 360 degree pan around the opening. Panning of each lateral shall be a minimum of 15 seconds. The Contractor shall add colored dye that contrasts with the pipe color and clean water to the cleaned storm line before television inspection. The recording shall be free from static and a minimum distance of 10 feet shall be clearly visible in front of the camera. All recordings shall show on the screen the correct time and date of the inspection, the name of the camera operator, the manhole numbers being inspected, an accurate footage count, and all lateral locations using a 12 hour clock position. All inspections shall be performed by Pipeline Assessment and Certification Program (PACP) trained personnel. The Contractor shall provide a copy of the inspection, with all appurtenant written logs, within 24 hours of the inspection. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 7-05.2 Materials (November 20, 2006 COP GSP) Supplement Section 7-05.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-05.3 Construction Requirements (January 1, 2010 COP GSP) Delete the tenth paragraph of Section 7-05.3. (January 1, 2010 COP GSP) Delete the last sentence of the second paragraph of Section 7-05.3(3). COPA -14 I 1 2 Supplement Section 7-05.3(3) with the following: 3 4 The Contractor shall core drill into the structure, shape the channel to 5 accommodate the new pipe, and grout the opening. 6 7 7-05.4 Measurement 8 (November 11, 1997 COP GSP) 9 10 Revise the fourth paragraph of Section 7-05.4 to read: 11 12 Structure excavation Class B and structure excavation Class B including haul, shall 13 be included as part of the applicable unit or lump sum bid item. 14 15 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 16 17 7-08.2 Materials 18 (January 1, 2010 COP GSP) 19 20 Supplement Section 7-08.2 with the following: 21 22 Materials shall meet the requirements of the City of Pasco Materials List. 23 24 7-08.30A Trenches 25 (January 1, 2012 COP GSP) 26 27 Supplement Section 7-08.3(1)A with the following: 28 29 Existing pavement shall be neatly saw -cut on both sides of the trench parallel to 30 and a minimum of 6 inches back from the top of the trench width. 31 32 7-08.3(2)B Pipe Laving — General 33 (January 1, 2012 COP GSP) 34 35 Supplement Section 7-08.3(2)B with the following: 36 37 Sewers and side sewers crossing water mains shall be laid below the water mains 38 to provide a vertical separation of at least 18 inches between the invert of the water 39 main and the crown of the sewer. Sewers and side sewers shall not cross above 40 water mains without approval of the Engineer. 41 42 When conditions prevent a vertical separation as described above, the sewer shall 43 be: 44 . Constructed of water main standard material, or; 45 . Constructed of standard gravity -sewer material encased in CDF as 46 described in Section 2-09.3(1)E. CDF encasement shall extend for COPA -15 1 the length of the crossing segment and shall encase the pipe such 2 that the CDF is a minimum of two feet in thickness from all sides of 3 the sewer pipe, or; 4 Constructed of standard gravity -sewer material and encased in a 5 one-quarter inch minimum thickness continuous steel, ductile iron, or 6 pressure -rated PVC pipe with a dimension ratio (DR) (the ratio of the 7 outside diameter to the pipe wall thickness) of 18 or less. All voids 8 between the sewer and the host pipe shall be pressure -grouted with 9 sand cement grout or bentonite. Commercially available pipe skids 10 and end seals are acceptable. 11 12 The length of the sewer segment shall be the maximum standard length available 13 from the manufacturer (but not less than 18 feet) and shall be installed with the 14 segment centered at the point of crossing so that the joints will be equidistant and 15 as far as possible from the water main. 16 17 (January 1, 2012 COP GSP) 18 19 Revise the third paragraph of Section 7-08.3(2)B to read: 20 21 Pipe shall be laid to a true line and grade at the invert of the pipe and the Contractor 22 shall exercise care in matching pipe joints for concentricity and compatibility. In no 23 case shall two pipes be joined together with ends having the maximum 24 manufacturer's tolerance. The invert line may vary from the true line and grade 25 within the limits stated to develop uniformity, concentricity, and uniform 26 compression of jointing material provided such variance does not result in a 27 reverse sloping invert. The limit of variance at the invert elevation of the pipe shall 28 be plus or minus 3/4 -inch for a completed, backfilled pipe. Checking of the invert 29 elevation of the pipe shall be done by remote operated CCTV camera utilizing a 30 %-inch measuring device (lead ball). 31 32 7-08.3(3) Backfillinq 33 (January 1, 2012 COP GSP) 34 35 Revise the second paragraph of Section 7-08.3(3) to read: 36 37 Pipe zone backfill material shall be 5/8 minus crushed rock, pea gravel, or granular 38 sand, free from clay, frozen lumps, roots, or moisture in excess of that permitting 39 required compaction in accordance with 9-03.12(3). 40 41 (January 1, 2012 COP GSP) 42 43 Supplement Section 7-08.3(3) with the following: 44 45 Backfill above the pipe zone may be placed in horizontal lifts up to 18 inches 46 thick with written approval of the Engineer. COPA -16 1 2 3 4 5 7-09 WATER MAINS 6 7 7-09.2 Materials 8 (January 1, 2010 COP GSP) 9 10 Supplement Section 7-09.2 with the following: 11 12 Materials shall meet the requirements of the City of Pasco Materials List. 13 14 (January 18, 2019 COP GSP) 15 16 Supplement Section 7-09.2 with the following: 17 18 Fittings for pipelines 4 -inch and larger, shall be cast or ductile iron. 19 20 7-09.3(5) Grade and Alignment 21 (January 1, 2012 COP GSP) 22 23 Supplement Section 7-09.3(5) with the following: 24 25 Water mains shall be laid above sanitary sewers and side sewers to provide a 26 vertical separation of at least 18 inches between the invert of the water main and 27 the crown of the sewer. Water mains shall not be laid in a manner that violates the 28 minimum separation or below sanitary sewers and side sewers without the 29 approval of the Engineer. 30 31 (January 1, 2012 COP GSP) 32 33 Revise the first sentence of the third paragraph of Section 7-09.3(5) to read: 34 35 The depth of trenching for water mains shall be such as to give a minimum cover 36 of 42 inches over the top of the pipe unless otherwise specified in the Special 37 Provisions. 38 39 7-09.3(9) Bedding the Pipe 40 (January 1, 2012 COP GSP) 41 42 Revise Section 7-09.3(9) to read: 43 44 Gravel backfill for pipe zone bedding and pipe zone backfill shall be select granular 45 material free from wood waste, organic material, and other extraneous or 46 objectionable material in accordance with 9-03.12(3). Gravel backfill for pipe zone COPA -17 1 bedding shall be placed to the depths shown in the Standard Plans. Gravel backfill 2 for pipe zone bedding shall be rammed and tamped around the pipe to 95 -percent 3 of maximum density by approved hand-held tools, so as to provide firm and 4 uniform support for the full length of the pipe, valves, and fittings. Care shall be 5 taken to prevent any damage to the pipe or its protective coating. 7 7-09.3011 Compaction of Backfill 8 (January 1, 2010 COP GSP) 9 10 Revise Section 7-09.3(11) to read: 11 12 At locations where paved streets, Roadway Shoulders, driveways, or sidewalks 13 will be constructed or reconstructed over the trench, the backfill shall be spread in 14 layers and be compacted by mechanical tampers. In such cases, the backfill 15 material shall be placed in successive layers not exceeding 6 -inches in loose 16 thickness unless with written approval from the Engineer, and each layer shall be 17 compacted with mechanical tampers to the density specified herein. Mechanical 18 tampers shall be of the impact type as approved by the Engineer. 19 20 7-09.3(15)A Ductile Iron Pipe 21 (January 1, 2012 COP GSP) 22 23 Revise the first paragraph of Section 7-09.3(15)A to read: 24 25 Long radius curves, either horizontal or vertical, may be laid with standard pipe 26 lengths by deflecting the joints. If the pipe is shown curved on the Plans and no 27 special fittings are shown, the Contractor can assume that the curves can be made 28 by deflecting the joints with standard lengths of pipe. If shorter lengths are 29 required, the Plans will indicate maximum lengths that can be used. The amount 30 of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve 31 shall not exceed one-half (1/2) of the manufacturer's printed recommended 32 deflections. 33 34 7-09.3(19)A Connections to Existing Mains 35 (January 1, 2012 COP GSP) 36 37 Delete the third paragraph of Section 7-09.3(19)A in its entirety. 38 39 (January 1, 2012 COP GSP) 40 41 Supplement Section 7-09.3(19)A with the following: 42 43 Requests for water line shut downs and water taps shall utilize the City of Pasco 44 Procedure for Scheduling Water Crews, Performing Taps, and Placing New Water 45 Lines in Service. Connection to existing water mains will not be permitted until all 46 required bacteriological and pressure testing has been successfully completed. COPA -18 P 1 2 3 4 (January 1, 2010 COP GSP) 5 6 Revise the title of Section 7-09.3(20) to read: 7 8 7-09.3(20) Detectable Marking Tape And Tracer Wire 9 (January 1, 2012 COP GSP) 10 11 Revise Section 7-09.3(20) to read: 12 13 Detectable marking tape and tracer wire shall be installed over all water lines, 14 including service lines. The tape shall be placed approximately 2 -feet above the 15 top of the line and shall extend its full length. The tracer wire shall be fastened to 16 the top of the pipe with duct tape at 6 -foot intervals and shall be routed up into 17 valve boxes with adequate length for connection to location equipment. Wire splice 18 kits shall be per the City of Pasco materials list. 19 20 7-09.3(21) Concrete Thrust Blocking 21 (November 20, 2006 COP GSP) 22 Supplement Section 7-09.3(21) with the following: 23 24 Thrust blocks shall be formed and placed in conformance to the City of Pasco 25 Construction Standards for the appropriate pipe size and fitting type. 26 27 7-09.3(23) Hydrostatic Pressure Test 28 (January 1, 2010 COP GSP) 29 30 Revise Section 7-09.3(23) to read: 31 32 Water main appurtenances and service connections to the meter setter shall be 33 tested in sections of convenient length under a hydrostatic pressure equal to 150- 34 psi. Pumps, gauges, plugs, saddles, corporation stops, miscellaneous hose and 35 piping, and measuring equipment necessary for performing the test shall be 36 furnished and operated by the Contractor. 37 38 Sections to be tested shall normally be limited to 1,500 -feet. The Engineer may 39 require that the first section of pipe, not less than 1,000 -feet in length, installed by 40 each of the Contractor's crews, be tested in order to qualify the crew and the 41 materials. Pipe laying shall not be continued more than an additional 1,000 -feet 42 until the first section has been tested successfully. 43 44 The pipeline shall be backfilled sufficiently to prevent movement of the pipe under 45 pressure. Thrust blocks shall be in place and time allowed for the concrete to cure COPA -19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 before testing. Where permanent blocking is not required, the Contractor shall furnish and install temporary blocking and remove it after testing. The mains shall be filled with water and allowed to stand under pressure a sufficient length of time to allow the escape of air and allow the lining of the pipe to absorb water. The Contracting Agency will furnish the water necessary to fill the pipelines for testing purposes at a time of day when sufficient quantities of water are available for normal system operation. The test shall be accomplished by pumping the main up to the required pressure and stopping the pump and holding pressure for 1 hour. During the test, the section being tested shall be observed to detect any visible leakage. There shall not be an appreciable or abrupt loss in pressure during the one hour test period. Pressure gauges used in the test shall be accompanied with certifications of accuracy from a testing Laboratory approved by the Engineer. Any visible leakage detected shall be corrected by the Contractor. Should the tested section fail to meet the pressure test successfully as specified, the Contractor shall, at no additional expense to the Contracting Agency, locate and repair the defects and then retest the pipeline. Tests shall be made with the hydrant auxiliary gate valves open and pressure against the hydrant valve. Each valve shall be tested by closing each in turn and relieving the pressure beyond. This test of the valve will be acceptable if there is no immediate loss of pressure on the gauge when the pressure comes against the valve being checked. The Contractor shall verify that the pressure differential across the valve does not exceed the rated working pressure of the valve. Prior to calling out the Engineer to witness the pressure test, the Contractor shall have all equipment set up completely ready for operation and shall have successfully performed the test to ensure that the pipe is in satisfactory condition. Defective materials or workmanship, discovered as a result of hydrostatic field test, shall be replaced by the Contractor at no additional expense to the Contracting Agency. Whenever it is necessary to replace defective material or correct the workmanship, the hydrostatic test shall be re -run at the Contractor's expense until a satisfactory test is obtained. 7-09.3(24)J Preventing Reverse Flow (December 23, 2014 COP GSP) COPA -20 1 Supplement Section 7-09.3(24)J with the following: 2 3 All water lines shall be pressure tested and sanitized with a satisfactory report 4 received from the State Health Department prior to the backflow assembly 5 installation. Backflow preventers shall NOT be pressure tested against. 6 7 8 7-09.3(24)K Retention Period 9 (January 1, 2012 COP GSP) 10 11 Revise Section 7-09.3(24)K to read: 12 13 Treated water shall be retained in the pipe at least 24 hours but not more than 28 14 hours. After the 24-hour period, the chlorine residual at pipe extremities and at 15 other representative points shall be at least 25 mg/I. 16 17 7-09.4 Measurement 18 (January 1, 2012 COP GSP) 19 20 Supplement Section 7-09.4 with the following: 21 22 All pipe fittings shall be measured by size and type. 23 24 7-09.5 Payment 25 (January 1, 2010 COP GSP) 26 27 Supplement the third paragraph of Section 7-09.5 with the following: 28 29 Payment shall also include detectable marking tape, locator wire, and restrained 30 joints, and connection to existing pipelines. 31 32 7-12 VALVES FOR WATER MAINS 33 34 7-12.2 Materials 35 (January 1, 2010 COP GSP) 36 37 Supplement Section 7-12.2 with the following: 38 39 Materials shall meet the requirements of the City of Pasco Materials List. 40 41 42 43 44 7-12.3 Construction Requirements 45 (April 10, 2006 COP GSP) 46 COPA -21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Supplement Section 7-12.3 with the following: Valves shall not be installed in Sidewalks, Pedestrian Curb Ramps, Driveway I Approaches or any other exposed concrete surface. 7-14 HYDRANTS 7-14.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-14.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-15 SERVICE CONNECTIONS 7-15.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-15.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-15.3 Construction Requirements (January 1, 2012 COP GSP) Supplement Section 7-15.3 with the following: No joints are allowed between the corporation stop and the angle meter stop. 7-17 SANITARY SEWERS 7-17.2 Materials (January 1, 2010 COP GSP) Supplement Section 7-17.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 7-17.3 Construction Requirements (December 23, 2014 COP GSP) Supplement Section 7-17.3 with the following: Sanitary sewer main shall be at least 8" in diameter. All runs shall terminate in a sanitary sewer manhole (no cleanouts allowed). COPA -22 1 2 7-17.3(1) Protection of Existing Sewerage Facilities 3 (January 1, 2012 COP GSP) 4 5 Supplement Section 7-17.3(1) with the following: 6 7 When connecting to an existing sewer, the downstream system shall be protected 8 from construction debris by placing a 90 degree, SRECO, UEMSI or equal "stove 9 pipe" sand trap, the same size as the sewer main line, in the first existing manhole 10 downstream of the connection. It shall be the Contractor's responsibility to 11 maintain this trap until the new system is placed in service and then to remove it. 12 Any construction debris, excavation or backfill material which enters the existing 13 downstream system shall be removed. When the first manhole is set, the outlet 14 shall be plugged until the entire system is accepted by the Engineer. 15 16 7-17.3(2)A General 17 (January 1, 2010 COP GSP) 18 19 Revise the first sentence of the first paragraph of Section 7-17.3(2)A to read: 20 21 Sewers and appurtenances shall be cleaned and tested after backfilling by the low 22 pressure air method, except where the ground water table is such that the 23 Engineer may require the infiltration test. 24 25 Supplement Section 7-17.3(2)A with the following: 26 27 Contractor shall keep the pipeline clean and free of debris. The pipeline shall be 28 cleaned prior to the contractor requesting inspections. 29 30 7-17.3(2)H Television Inspection 31 (January 1, 2010 COP GSP) 32 33 Revise the second sentence of the first paragraph of Section 7-17.3(2)H to read: 34 35 The costs incurred in making the initial inspection shall be borne by the contractor. 36 37 Supplement Section 7-17.3(2)H with the following: 38 39 All recordings shall be in color and in DVD format, playable on standard DVD 40 players. Television inspection shall begin at the downstream manhole and end at 41 the next upstream manhole. The camera speed shall not exceed one-half (1/2) 42 foot per second. A pivot head camera shall be used with detailed inspection of all 43 laterals showing the entire lateral with a 360 degree pan around the opening. 44 Panning of each lateral shall be a minimum of 15 seconds. 45 COPA -23 1 The Contractor shall add colored dye that contrasts with the pipe color and clean 2 water to the cleaned sewer line before Television inspection. The recording shall 3 be free from static and a minimum distance of 10 feet shall be clearly visible in 4 front of the camera. 5 6 All recordings shall show on the screen the correct time and date of the inspection, 7 the name of the camera operator, the manhole numbers being inspected, an 8 accurate footage count, and all lateral locations using a 12 hour clock position. 9 10 All inspections shall be performed by Pipeline Assessment and Certification 11 Program (PACP) trained personnel. The Contractor shall provide a copy of the 12 inspection, with all appurtenant written logs, within 24 hours of the inspection. 13 14 7-17.5 Payment 15 (January 1, 2010 COP GSP) 16 17 Revise the eighth paragraph of Section 7-17.5 to read: 18 19 The unit Contract price per linear foot for sewer pipe of the kind and size specified 20 shall be full pay for furnishing, hauling, and assembling in place the completed 21 installation including all wyes, tees, special fittings, joint materials, structure 22 excavation class B, testing sewer pipe bedding and backfill material, and 23 adjustment of inverts to manholes for the completion of the installation to the 24 required lines and grades.. 25 26 7-18 SIDE SEWERS 27 28 7-18.2 Materials 29 (January 1, 2010 COP GSP) 30 31 Supplement Section 7-18.2 with the following: 32 33 Materials shall meet the requirements of the City of Pasco Materials List. 34 35 7-18.3(5) End Pipe Marker 36 (January 1, 2010 COP GSP) 37 38 Revise Section 7-18.3(5) to read: 39 40 The location of side sewers at the property line shall be marked per the Standard 41 Drawing. 42 43 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 44 45 8-01.311) General 46 (March 1, 2015 COP GSP) COPA -24 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Supplement Section 8-01.3(1) with the following: Exposed and unworked soils shall be temporarily or permanently stabilized as soon as practicable, unless otherwise approved by the City of Pasco. Contractor shall follow the requirements in the most current publication of the Stormwater Management Manual for Eastern Washington. 8-03 IRRIGATION SYSTEMS (January 1, 2010 COP GSP) Supplement Section 8-03 with the City of Pasco Landscape Irrigation Standards. 8-03.2 Materials (January 1, 2012 COP GSP) Supplement Section 8-03.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List and the City of Pasco Landscape Irrigation Standards. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements (January 1, 2012 COP GSP) Supplement Section 8-04.3 with the following: Testing requirements shall be as follows: Project Quantity Test Requirement Less than 5 CY None 5 CY —10 CY 1 Slump, 4 Cylinders 10+ CY 2 Slump, 4 C linders per 25 CY For project quantities above five (5) cubic yards, test requirements shall be based on concrete placed during one (1) working day. If the concrete fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional concrete being placed. Testing and samples shall be in accordance with Section 1-06.2(1). Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the site in accordance with Section 6-02.3(5)B. 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways COPA -25 1 (January 1, 2010 COP GSP) 2 3 Revise the fourth paragraph of Section 8-04.3(1) to read: 4 5 Expansion joints in the curb or curb and gutter shall be spaced at 50 -foot intervals, 6 the beginning and ends of curb returns, drainage Structures, bridges, and cold 7 joints with existing curbs and gutters. The expansion joint shall be filled to full 8 cross-section with '/2 -inch premolded joint filler. When curb or curb and gutter is 9 placed adjacent to Portland Cement Concrete Pavement, a 3/8 -inch thick, 6 -inch 10 deep premolded joint filler shall be installed between the 2 vertical surfaces to 11 prevent cracking. Joint material shall be set flush or trimmed flush with the finished 12 concrete surface. Construction joints shall be at accurate ten (10) foot spacing 13 and shall consist of a two (2) inch cut or slice into the concrete pour, and an 14 additional two (2) inch cut into the heel of the pour. Joints shall be formed neatly 15 and perpendicular to the line of the curb. 16 17 8-04.3(1)A Extruded Cement Concrete Curb 18 (January 1, 2010 COP GSP) 19 20 Supplement Section 8-04.3(1)A with the following: 21 22 Joints shall be formed neatly and perpendicular to the line of the curb. 23 24 8-13 MONUMENT CASES 25 26 Supplement Section 8-13 with the following: 27 28 8-13.1 Description 29 (March 13, 1995 INSDOT GSP) 30 31 Section 8-13.1 is deleted and replaced by the following: 32 33 This work shall consist of furnishing and placing monument cases, covers, and 34 pipes in accordance with the Standard Plans and these Specifications, in 35 conformity with the lines shown in the Plans. 36 37 8-13.2 Materials 38 (March 13, 1995 WSDOT GSP) 39 40 Section 8-13.2 is supplemented with the following: 41 42 The pipe shall be Schedule 40 galvanized pipe. 43 8-13.3 Construction Requirements 44 (March 13, 1995 COP GSP) 45 46 The last paragraph of Section 8-13.3 is revised to read: COPA -26 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 The Contractor will be responsible for placing the concrete core and tack or wire inside the pipe. 8-13.4 Measurement (March 13, 1995 WSDOT GSP) Section 8-13.4 is deleted and replaced by the following: Measurement of monument case, cover, and pipe will be by the unit for each monument case, cover, and pipe furnished and set. 8-13.5 Payment (April 28, 1997 WSDOT GSP) Section 8-13.5 is supplemented with the following: "Monument Case, Cover, and Pipe," per each. 8-14 CEMENT CONCRETE SIDEWALK 8-14.3 Construction Requirements (January 1, 2012 COP GSP) Supplement Section 8-14.3 with the following: Testing requirements shall be as follows: Project Quantity Test Requirement less than 5 CY None 5CY - 10CY 1 Slump, 4 Cylinders 10+CY 2 Slump, 4 Cylinders per each 25CY For project quantities above five (5) cubic yards, test requirements shall be based on concrete placed during one (1) working day. If the concrete fails any test, the Engineer will require additional testing to determine the extent of the failure and more frequent tests may be required on additional concrete being placed. Testing and samples shall be in accordance with Section 1-06.2(1). Regardless of quantity, a Certification of Compliance shall be provided for all concrete delivered to the site in accordance with Section 6-02.3(5)6. 8-14.3(3) Placing and Finishing Concrete (January 1, 2010 COP GSP) COPA -27 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Supplement Section 8-14.3(3) with the following: Expansion joints, using 1/2" thick pre -molded material (AASHTO M213) at full depth, shall be perpendicular and provided at a maximum spacing of thirty (30) feet, at cold joints and at each side of driveway. See City of Pasco Standard Detail Plans 3-6 for joints at pedestrian ramps. Sidewalk construction joints shall be provided at five (5) foot intervals, or as required to match existing improvements. All work shall be perpendicular to the curb and straight. Joint material shall be set flush or trimmed flush with the finished concrete surface. Concrete finish shall be in accordance with section 6-02.3(14). 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes (January 1, 2010 COP GSP) Supplement Section 8-20.3(6) with the following: Junction boxes shall be installed at each pole and at each end of all crossings. Junction boxes shall be QUAZITE PG -1324 8-21 PERMANENT SIGNING 8-21.2 Materials (January 1, 2010 COP GSP) Supplement Section 8-21.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 8-22 PAVEMENT MARKING 8-22.2 Materials (January 1, 2010 COP GSP) Supplement Section 8-22.2 with the following: Materials shall meet the requirements of the City of Pasco Materials List. 9-03 AGGREGATES 9-03.12(3) Gravel Backfill for Pipe Zone Bedding (January 1, 2010 COP GSP) COPA -28 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Revise Section 9-03.12(3) to read: Gravel backfill for pipe zone bedding shall be used for pipe zone backfill. Gravel backfill for pipe zone bedding shall consist of 5/8 minus crushed gravel, pea gravel, or granular sand. It shall be free from various types of wood waste or other extraneous or objectionable materials. Native material may be used with written approval from the Engineer. 9-15 IRRIGATION SYSTEM (January 1, 2010 COP GSP) Supplement Section 9-15 with the City of Pasco Landscape Irrigation Standards. (January 1, 2010 COP GSP) Revise the title of Section 9-15.18 to read: 9-15.18 Detectable Marking Tape and Tracer Wire (January 1, 2012 COP GSP) Revise Section 9-15.18 to read: Detectable marking tape shall consist of inert polyethylene plastic that is impervious to all known alkalis, acids, chemical reagents, and solvents likely to be encountered in the soil, with a metallic foil core to provide the most positive detection and pipeline locators. The tape shall be color coded and shall be imprinted continuously over its entire length in permanent black ink. The message shall convey the type of line buried below and shall also have the word "Caution" prominently shown. Color coding of the tape shall be as follows: utility Tape Color Water Blue Sewer Green Electrical Red Gas/Oil Yellow Telephone/CATV Orange Irrigation Purple The width of the tape shall be as recommended by the manufacture for the depth of installation. COPA -29 Tracer wire shall be 12 -gauge heavy insulated (60 mil) copper wire with OF insulation colored per the chart above for the utility being installed. COPA -30 INTRODUCTION 2 The following Amendments and Special Provisions shall be used in conjunction with the 2018 3 Standard Specifications for Road, Bridge, and Municipal Construction. 4 5 AMENDMENTS TO THE STANDARD SPECIFICATIONS 6 7 The following Amendments to the Standard Specifications are made a part of this contract and 8 supersede any conflicting provisions of the Standard Specifications. For informational 9 purposes, the date following each Amendment title indicates the implementation date of the 10 Amendment or the latest date of revision. 11 12 Each Amendment contains all current revisions to the applicable section of the Standard 13 Specifications and may include references which do not apply to this particular project. 14 15 Section 1-01, Definitions and Terms 16 August 6, 2018 17 18 1-01.3 Definitions 19 The following new term and definition is inserted before the definition for "Shoulder": 20 21 Sensitive Area — Natural features, which may be previously altered by human activity, 22 that are present on or adjacent to the project location and protected, managed, or 23 regulated by local, tribal, state, or federal agencies. 24 25 The following new term and definition is inserted after the definition for "Working Drawings": 26 27 WSDOT Form — Forms developed and maintained by WSDOT that are required or 28 available for use on a project. These forms can be downloaded from the forms catalogue 29 at: 30 31 http://wsdot.wa.gov/forms/pdfForms.htmi 32 33 Section 1-02, Bid Procedures and Conditions 34 April 2, 2018 35 1-02.4(1) General 36 This section is supplemented with the following: 37 38 Prospective Bidders are advised that the Contracting Agency may include a partially 39 completed Washington State Department of Ecology (Ecology) Transfer of Coverage 40 (Ecology Form ECY 020-87a) for the Construction Stormwater General Permit (CSWGP) 41 as part of the Bid Documents. When the Contracting Agency requires the transfer of 42 coverage of the CSWGP to the Contractor, an informational copy of the Transfer of 43 Coverage and the associated CSWGP will be included in the appendices. As a condition 44 of Section 1-03.3, the Contractor is required to complete sections I, III, and VIII of the 45 Transfer of Coverage and return the form to the Contracting Agency. 46 47 The Contracting Agency is responsible for compliance with the CSWGP until the end of 48 day that the Contract is executed. Beginning on the day after the Contract is executed, 49 the Contractor shall assume complete legal responsibility for compliance with the CSWGP WDA 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 and full implementation of all conditions of the CSWGP as they apply to the Contract Work. 1-02.5 Proposal Forms The first sentence of the first paragraph is revised to read: At the request of a Bidder, the Contracting Agency will provide a physical Proposal Form for any project on which the Bidder is eligible to Bid. 1-02.6 Preparation of Proposal Item number 1 of the second paragraph is revised to read: 1. A unit price for each item (omitting digits more than two places to the right of the decimal point), In the third sentence of the fourth paragraph, "WSDOT Form 422-031" is revised to read "WSDOT Form 422-031U". The following is inserted after the third sentence of the fourth paragraph: Bidders shall submit a UDBE Broker Agreement documenting the fees or commissions charged by the Broker for any Broker listed on the UDBE Utilization Certification in accordance with the Special Provisions. Bidders shall submit a completed UDBE Trucking Credit Form for each UDBE Trucking firm listed on the UDBE Utilization Certification in accordance with the Special Provisions. WSDOT Form 272-058 is available for this purpose. The following new paragraph is inserted before the last paragraph: The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form (WSDOT Form 272-009). Failure to return this certification as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. 1-02.13 Irregular Proposals Item 1(h) is revised to read: h. The Bidder fails to submit Underutilized Disadvantaged Business Enterprise Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; Item 1(i) is revised to read the following three items: The Bidder fails to submit an Underutilized Disadvantaged Business Enterprise Trucking Credit Form, if applicable, as required in Section 1-02.6, or if the Form that is submitted fails to meet the requirements of the Special Provisions; The Bidder fails to submit an Underutilized Disadvantaged Business Enterprise Broker Agreement, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that the fee/commission is reasonable as determined by the Contracting Agency; or WDA2 I 1 2 k. The Bid Proposal does not constitute a definite and unqualified offer to meet the 3 material terms of the Bid invitation. 4 5 Section 1-03, Award and Execution of Contract 6 January 2, 2018 7 1-03.3 Execution of Contract 8 The first paragraph is revised to read: 9 10 Within 20 calendar days after the Award date, the successful Bidder shall return the 11 signed Contracting Agency -prepared Contract, an insurance certification as required by 12 Section 1-07.18, a satisfactory bond as required by law and Section 1-03.4, the Transfer 13 of Coverage form for the Construction Stormwater General Permit with sections I, III, and 14 VIII completed when provided, and shall be registered as a contractor in the state of 15 Washington. 16 17 1-03.5 Failure to Execute Contract 18 The first sentence is revised to read: 19 20 Failure to return the insurance certification and bond with the signed Contract as required 21 in Section 1-03.3, or failure to provide Disadvantaged, Minority or Women's Business 22 Enterprise information if required in the Contract, or failure or refusal to sign the Contract, 23 or failure to register as a contractor in the state of Washington, or failure to return the 24 completed Transfer of Coverage for the Construction Stormwater General Permit to the 25 Contracting Agency when provided shall result in forfeiture of the proposal bond or deposit 26 of this Bidder. 27 28 Section 1-05, Control of Work 29 August 6, 2018 30 1-05.5 Vacant 31 This section, including title, is revised to read: 32 33 1-05.5 Tolerances 34 Geometrical tolerances shall be measured from the points, lines, and surfaces defined in 35 Contract documents. 36 37 A plus (+) tolerance increases the amount or dimension to which it applies, or raises a 38 deviation from level. A minus (-) tolerance decreases the amount or dimension to which it 39 applies, or lowers a deviation from level. Where only one signed tolerance is specified (+ 40 or -), there is no specified tolerance in the opposing direction. 41 42 Tolerances shall not be cumulative. The most restrictive tolerance shall control. 43 44 Tolerances shall not extend the Work beyond the Right of Way or other legal boundaries 45 identified in the Contract documents. If application of tolerances causes the extension of 46 the Work beyond the Right of Way or legal boundaries, the tolerance shall be reduced for 47 that specific instance. 48 49 Tolerances shall not violate other Contract requirements. If application of tolerances 50 causes the Work to violate other Contract requirements, the tolerance shall be reduced WDA 3 1 for that specific instance. If application of tolerances causes conflicts with other 2 components or aspects of the Work, the tolerance shall be reduced for that specific 3 instance. 4 5 1-05.9 Equipment 6 The following new paragraph is inserted before the first paragraph: 7 8 Prior to mobilizing equipment on site, the Contractor shall thoroughly remove all loose dirt 9 and vegetative debris from drive mechanisms, wheels, tires, tracks, buckets and 10 undercarriage. The Engineer will reject equipment from the site until it returns clean. 11 12 This section is supplemented with the following: 13 14 Upon completion of the Work, the Contractor shall completely remove all loose dirt and 15 vegetative debris from equipment before removing it from the job site. 16 17 Section 1-06, Control of Material 18 January 2, 2018 19 1-06.1(3) Aggregate Source Approval (ASA) Database 20 This section is supplemented with the following: 21 22 Regardless of status of the source, whether listed or not listed in the ASA database the 23 source owner may be asked to provide testing results for toxicity in accordance with 24 Section 9-03.21(1). 25 26 1-06.2(2)D Quality Level Analysis 27 This section is supplemented with the following new subsection: 28 29 1-06.2(2)D5 Quality Level Calculation — HMA Compaction 30 The procedures for determining the quality level and pay factor for HMA compaction are 31 as follows: 32 33 1. Determine the arithmetic mean, Xm, for compaction of the lot: 34 35 Xm n 36 37 Where: 38 x = individual compaction test values for each sublot in the lot. 39 3-x = summation of individual compaction test values 40 n = total number test values 41 42 2. Compute the sample standard deviation, "S', for each constituent: 43 44 S= njxz 2 —�,x�z n(n-1� 45 46 Where: WDA4 I 1 Zx2 = summation of the squares of individual compaction test values 2 (2A2 = summation of the individual compaction test values squared 3 4 3. Compute the lower quality index (QL): 5 6Xm —LSL QL - S 8 Where: 9 LSL = 91.5 10 11 4. Determine PL (the percent within the lower Specification limit which corresponds 12 to a given QL) from Table 1. For negative values of QL, PL is equal to 100 minus 13 the table PL. If the value of QL does not correspond exactly to a figure in the 14 table, use the next higher value. 15 16 5. Determine the quality level (the total percent within Specification limits): 17 18 Quality Level = PL 19 20 6. Using the quality level from step 5, determine the composite pay factor (CPF) 21 from Table 2. 22 23 7. If the CPF determined from step 6 is 1.00 or greater: use that CPF for the 24 compaction lot; however, the maximum HMA compaction CPF using an LSL = 25 91.5 shall be 1.05. 26 27 8. If the CPF from step 6 is not 1.00 or greater: repeat steps 3 through 6 using an 28 LSL = 91.0. The value thus determined shall be the HMA compaction CPF for 29 that lot; however, the maximum HMA compaction CPF using an LSL = 91.00 30 shall be 1.00. 31 32 1-06.2(2)D4 Quality Level Calculation 33 The first paragraph (excluding the numbered list) is revised to read: 34 35 The procedures for determining the quality level and pay factors for a material, other than 36 HMA compaction, are as follows: 37 38 Section 1-07, Legal Relations and Responsibilities to the Public 39 August 6, 2018 40 1-07.5 Environmental Regulations 41 This section is supplemented with the following new subsections: 42 43 1-07.5(5) U.S. Army Corps of Engineers 44 When temporary fills are permitted, the Contractor shall remove fills in their entirety and 45 the affected areas returned to pre -construction elevations. 46 47 If a U.S. Army Corps of Engineers permit is noted in Section 1-07.6 of the Special 48 Provisions, the Contractor shall retain a copy of the permit or the verification letter (in the 49 case of a Nationwide Permit) on the worksite for the life of the Contract. The Contractor rvEV, 1 shall provide copies of the permit or verification letter to all subcontractors involved with 2 the authorized work prior to their commencement of any work in waters of the U.S. 3 4 1-07.5(6) U.S. Fish/Wildlife Services and National Marine Fisheries Service 5 The Contracting Agency will provide fish exclusion and handling services if the Work 6 dictates. However, if the Contractor discovers any fish stranded by the project and a 7 Contracting Agency biologist is not available, they shall immediately release the fish into 8 a flowing stream or open water. 9 10 1-07.5(1) General 11 The first sentence is deleted and replaced with the following: 12 13 No Work shall occur within areas under the jurisdiction of resource agencies unless 14 authorized in the Contract. 15 16 The third paragraph is deleted. 17 18 1-07.5(2) State Department of Fish and Wildlife 19 This section is revised to read: 20 21 In doing the Work, the Contractor shall: 22 23 1. Not degrade water in a way that would harm fish, wildlife, or their habitat. 24 25 2. Not place materials below or remove them from the ordinary high water line 26 except as may be specified in the Contract. 27 28 3. Not allow equipment to enter waters of the State except as specified in the 29 Contract. 30 31 4. Revegetate in accordance with the Plans, unless the Special Provisions permit 32 otherwise. 33 34 5. Prevent any fish -threatening silt buildup on the bed or bottom of any body of 35 water. 36 37 6. Ensure continuous stream flow downstream of the Work area. 38 39 7. Dispose of any project debris by removal, burning, or placement above high - 40 water flows. 41 42 8. Immediately notify the Engineer and stop all work causing impacts, if at any time, 43 as a result of project activities, fish are observed in distress or a fish kill occurs. 44 45 If the Work in (1) through (3) above differs little from what the Contract requires, the 46 Contracting Agency will measure and pay for it at unit Contract prices. But if Contract 47 items do not cover those areas, the Contracting Agency will pay pursuant to Section 1- 48 09.4. Work in (4) through (8) above shall be incidental to Contract pay items. 49 50 1-07.5(3) State Department of Ecology 51 This section is revised to read: 52 WDA6 In doing the Work, the Contractor shall: 3 1. Comply with Washington State Water Quality Standards. 4 5 2. Perform Work in such a manner that all materials and substances not specifically 6 identified in the Contract documents to be placed in the water do not enter 7 waters of the State, including wetlands. These include, but are not limited to, 8 petroleum products, hydraulic fluid, fresh concrete, concrete wastewater, 9 process wastewater, slurry materials and waste from shaft drilling, sediments, 10 sediment -laden water, chemicals, paint, solvents, or other toxic or deleterious 11 materials. 12 13 3. Use equipment that is free of external petroleum-based products. 14 15 4. Remove accumulations of soil and debris from drive mechanisms (wheels, 16 tracks, tires) and undercarriage of equipment prior to using equipment below the 17 ordinary high water line. 18 19 5. Clean loose dirt and debris from all materials placed below the ordinary high 20 water line. No materials shall be placed below the ordinary high water line 21 without the Engineer's concurrence. 22 23 6. When a violation of the Construction Stormwater General Permit (CSWGP) 24 occurs, immediately notify the Engineer and fill out WSDOT Form 422-011, 25 Contractor ECAP Report, and submit the form to the Engineer within 48 hours 26 of the violation. 27 28 7. Once Physical Completion has been given, prepare a Notice of Termination 29 (Ecology Form ECY 020-87) and submit the Notice of Termination electronically 30 to the Engineer in a PDF format a minimum of 7 calendar days prior to submitting 31 the Notice of Termination to Ecology. 32 33 8. Transfer the CSWGP coverage to the Contracting Agency when Physical 34 Completion has been given and the Engineer has determined that the project 35 site is not stabilized from erosion. 36 37 9. Submit copies of all correspondence with Ecology electronically to the Engineer 38 in a PDF format within four calendar days. 39 40 1-07.5(4) Air Quality 41 This section is revised to read: 42 43 The Contractor shall comply with all regional clean air authority and/or State Department 44 of Ecology rules and regulations. 45 46 The air quality permit process may include additional State Environment Policy Act 47 (SEPA) requirements. Contractors shall contact the appropriate regional air pollution 48 control authority well in advance of beginning Work. 49 50 When the Work includes demolition or renovation of any existing facility or structure that 51 contains Asbestos Containing Material (ACM) and/or Presumed Asbestos -Containing WDA7 1 Material (PACM), the Contractor shall comply with the National Emission Standards for 2 Hazardous Air Pollutants (NESHAP). 3 4 Any requirements included in Federal and State regulations regarding air quality that 5 applies to the "owner or operator" shall be the responsibility of the Contractor. 7 1-07.7(1) General 8 The first sentence of the third paragraph is revised to read: 9 10 When the Contractor moves equipment or materials on or over Structures, culverts or 11 pipes, the Contractor may operate equipment with only the load -limit restrictions in 12 Section 1-07.7(2). 13 14 The first sentence of the last paragraph is revised to read: 15 16 Unit prices shall cover all costs for operating over Structures, culverts and pipes. 17 18 1-07.9(1) General 19 The last sentence of the sixth paragraph is revised to read: 20 21 Generally, the Contractor initiates the request by preparing standard form 1444 Request 22 for Authorization of Additional Classification and Rate, available at 23 https://www.dol.gov/whd/recovery/dbsurvey/conformance.htm, and submitting it to the 24 Engineer for further action. 25 26 1-07.9(2) Posting Notices 27 The second sentence of the first paragraph (up until the colon) is revised to read: 28 29 The Contractor shall ensure the most current edition of the following are posted: 30 31 In items 1 through 10, the revision dates are deleted. 32 33 1-07.11(2) Contractual Requirements 34 In this section, "creed" is revised to read "religion". 35 36 Item numbers 1 through 9 are revised to read 2 through 10, respectively. 37 38 After the preceding Amendment is applied, the following new item number 1 is inserted: 39 40 1. The Contractor shall maintain a Work site that is free of harassment, humiliation, fear, 41 hostility and intimidation at all times. Behaviors that violate this requirement include 42 but are not limited to: 43 44 a. Persistent conduct that is offensive and unwelcome. 45 46 b. Conduct that is considered to be hazing. 47 48 c. Jokes about race, gender, or sexuality that are offensive. 49 50 d. Unwelcome, unwanted, rude or offensive conduct or advances of a sexual 51 nature which interferes with a person's ability to perform their job or creates an 52 intimidating, hostile, or offensive work environment. WDA8 2 e. Language or conduct that is offensive, threatening, intimidating or hostile based 3 on race, gender, or sexual orientation. 4 5 f. Repeating rumors about individuals in the Work Site that are considered to be 6 harassing or harmful to the individual's reputation. 7 8 1-07.11(5) Sanctions 9 This section is supplemented with the following: 10 11 Immediately upon the Engineer's request, the Contractor shall remove from the Work site 12 any employee engaging in behaviors that promote harassment, humiliation, fear or 13 intimidation including but not limited to those described in these specifications. 14 15 1-07.11(6) Incorporation of Provisions 16 The first sentence is revised to read: 17 18 The Contractor shall include the provisions of Section 1-07.11(2) Contractual 19 Requirements (1) through (5) and the Section 1-07.11(5) Sanctions in every subcontract 20 including procurement of materials and leases of equipment. 21 22 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan 23 The last sentence of the first paragraph is revised to read: 24 25 An SPCC Plan template and guidance information is available at 26 hftp://www.wsdot.wa.gov/environment/technical/disciplines/hazardous-materials/spill- 27 prevent -report. 28 29 1-07.18 Public Liability and Property Damage Insurance 30 Item number 1 is supplemented with the following new sentence: 31 32 This policy shall be kept in force from the execution date of the Contract until the Physical 33 Completion Date. 34 35 Section 1-08, Prosecution and Progress 36 August 6, 2018 37 1-08.1 Subcontracting 38 The first sentence of the seventh paragraph is revised to read: 39 40 All Work that is not performed by the Contractor will be considered as subcontracting 41 except: purchase of sand, gravel, crushed stone, crushed slag, batched concrete 42 aggregates, ready -mix concrete, off-site fabricated structural steel, other off-site 43 fabricated items, and any other materials supplied by established and recognized 44 commercial plants; or (2) delivery of these materials to the Work site in vehicles owned 45 or operated by such plants or by recognized independent or commercial hauling 46 companies hired by those commercial plants. 47 48 1-08.5 Time for Completion 49 Item number 2 of the sixth paragraph is supplemented with the following: 50 WDA9 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A copy of the Notice of Termination sent to the Washington State Department of Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This requirement will not apply if the Construction Stormwater General Permit is transferred back to the Contracting Agency in accordance with Section 8- 01.3(16). 1-08.7 Maintenance During Suspension The fifth paragraph is revised to read: The Contractor shall protect and maintain all other Work in areas not used by traffic. All costs associated with protecting and maintaining such Work shall be the responsibility of the Contractor. Section 1-09, Measurement and Payment August 6, 2018 1-09.2(1) General Requirements for Weighing Equipment The last paragraph is supplemented with the following: When requested by the Engineer, the Contractor's representative shall collect the tickets throughout the day and provide them to the Engineer's designated receiver, not later than the end of shift, for reconciliation. Tickets for loads not verified as delivered will receive no pay. 1-09.2(2) Specific Requirements for Batching Scales The last sentence of the first paragraph is revised to read: Batching scales used for concrete or hot mix asphalt shall not be used for batching other materials. 1-09.10 Payment for Surplus Processed Materials The following sentence is inserted after the first sentence of the second paragraph: For Hot Mix Asphalt, the Plan quantity and quantity used will be adjusted for the quantity of Asphalt and quantity of RAP or other materials incorporated into the mix. Section 2-02, Removal of Structures and Obstructions April 2, 2018 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In item number 3 of the first paragraph, the second sentence is revised to read: For concrete pavement removal, a second vertical full depth relief saw cut offset 12 to 18 inches from and parallel to the initial saw cut is also required, unless the Engineer allows otherwise. WDA 10 I 1 Section 2-09, Structure Excavation 2 April 2, 2018 3 2-09.2 Materials 4 In the first paragraph, the references to "Portland Cement' and "Aggregates for Portland 5 Cement Concrete" are revised to read: 6 7 Cement 9-01 8 Fine Aggregate for Concrete 9-03.1(2) 9 10 2-09.3(3)D Shoring and Cofferdams 11 The first sentence of the sixth paragraph is revised to read: 12 13 Structural shoring and cofferdams shall be designed for conditions stated in this Section 14 using methods shown in Division I Section 5 of the AASHTO Standard Specifications for 15 Highway Bridges Seventeenth Edition — 2002 for allowable stress design, or the AASHTO 16 LRFD Bridge Design Specifications for load and resistance factor design. 17 18 Section 3-01, Production from Quarry and Pit Sites 19 April 2, 2018 20 3-01.1 Description 21 The first paragraph is revised to read: 22 23 This Work shall consist of manufacturing and producing crushed and screened 24 aggregates including pit run aggregates of the kind, quality, and grading specified for use 25 in the construction of concrete, hot mix asphalt, crushed surfacing, maintenance rock, 26 ballast, gravel base, gravel backfill, gravel borrow, riprap, and bituminous surface 27 treatments of all descriptions. 28 29 Section 4-04, Ballast and Crushed Surfacing 30 April 2, 2018 31 4-04.3(5) Shaping and Compaction 32 This section is supplemented with the following new paragraph: 33 34 When using 100% Recycled Concrete Aggregate, the Contractor may submit a written 35 request to use a test point evaluation for compaction acceptance testing in lieu of 36 compacting to 95% of the standard density as determined by the requirements of Section 37 2-03.3(14)D. The test point evaluation shall be performed in accordance with SOP 738. 38 39 Section 5-04, Hot Mix Asphalt 40 April 2, 2018 41 5-04.1 Description 42 The last sentence of the first paragraph is revised to read: 43 44 The manufacture of HMA may include additives or processes that reduce the optimum 45 mixing temperature (Warm Mix Asphalt) or serve as a compaction aid in accordance with 46 these Specifications. 47 WDA11 5-04.2 Materials The reference to "Warm Mix Asphalt Additive" is revised to read "HMA Additive". 4 5-04.2(1) How to Get an HMA Mix Design on the QPL 5 The last bullet in the first paragraph is revised to read: 6 7 Do not include HMA additives that reduce the optimum mixing temperature or serve 8 as a compaction aid when developing a mix design or submitting a mix design for 9 QPL evaluation. The use of HMA additives is not part of the process for obtaining 10 approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. 11 12 In the table, "WSDOT Standard Practice QC -8" is revised to read "WSDOT Standard Practice 13 QC -8 located in the WSDOT Materials Manual M 46-01". 14 15 5-04.2(1)C Mix Design Resubmittal for QPL Approval 16 Item number 3 of the first paragraph is revised to read: 17 18 3. Changes in modifiers used in the asphalt binder. 19 20 5-04.2(2)6 Using Warm Mix Asphalt Processes 21 This section, including title, is revised to read: 22 23 5-04.2(2)6 Using HMA Additives 24 The Contractor may, at the Contractor's discretion, elect to use additives that reduce the 25 optimum mixing temperature or serve as a compaction aid for producing HMA. Additives 26 include organic additives, chemical additives and foaming processes. The use of 27 Additives is subject to the following: 28 29 Do not use additives that reduce the mixing temperature in accordance with 30 Section 5-04.3(6) in the production of High RAP/Any RAS mixtures. 31 32 Before using additives, obtain the Engineer's approval using WSDOT Form 350- 33 076 to describe the proposed additive and process. 34 35 5-04.3(3)A Mixing Plant 36 In item number 5 of the first paragraph, "WSDOT T 168" is revised to read "FOP for AASHTO 37 T 168". 38 39 5-04.3(4) Preparation of Existing Paved Surfaces 40 The first sentence of the fourth paragraph is revised to read: 41 42 Unless otherwise allowed by the Engineer, use cationic emulsified asphalt CSS -1, CSS - 43 1 h, or Performance Graded (PG) asphalt for tack coat. 44 45 5-04.3(6) Mixing 46 The first paragraph is revised to read: 47 48 The asphalt supplier shall introduce recycling agent and anti -stripping additive, in the 49 amount designated on the QPL for the mix design, into the asphalt binder prior to 50 shipment to the asphalt mixing plant. 51 WDA 12 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 The seventh paragraph is revised to read: Upon discharge from the mixer, ensure that the temperature of the HMA does not exceed the optimum mixing temperature shown on the accepted Mix Design Report by more than 25°F, or as allowed by the Engineer. When an additive is included in the manufacture of HMA, do not heat the additive (at any stage of production including in binder storage tanks) to a temperature higher than the maximum recommended by the manufacturer of the additive. 5-04.3(7) Spreading and Finishing The last row of the table is revised to read: inch 1 0.25 feet 1 0.30 feet 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA The following new paragraph is inserted after the first paragraph: The Contracting Agency's combined aggregate bulk specific gravity (Gsb) blend as shown on the HMA Mix Design will be used for VMA calculations until the Contractor submits a written request for a Gsb test. The new Gsb will be used in the VMA calculations for HMA from the date the Engineer receives the written request for a Gsb retest. The Contractor may request aggregate specific gravity (Gsb) testing be performed by the Contracting Agency twice per project. The Gsb blend of the combined stockpiles will be used to calculate voids in mineral aggregate (VMA) of any HMA produced after the new Gsb is determined. 5-04.3(9)A1 Test Section — When Required, When to Stop The following new row is inserted after the second row in Table 9: VMA Minimum PF; of 0.95 None' based on the criteria in Section 5-04.3(9)B4 2 5-04.3(9)A2 Test Section — Evaluating the HMA Mixture in a Test Section In Table 9a, the test property "Gradation, Asphalt Binder, and Va" is revised to read "Gradation, Asphalt Binder, VMA, and Va' 5-04.3(9)B3 Mixture Statistical Evaluation — Acceptance Testing In Table 11, W." is revised to read "VMA and Va' 5-04.3(9)B5 Mixture Statistical Evaluation — Composite Pay Factors (CPF) The following new row is inserted above the last row in Table 12: Voids in Mineral Aggregate (VMA) 5-04.3(9)B7 Mixture Statistical Evaluation — Retests The second to last sentence is revised to read: WDA 13 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 The sample will be tested for a complete gradation analysis, asphalt binder content, VMA and Va, and the results of the retest will be used for the acceptance of the HMA mixture in place of the original mixture sublot sample test results. 5-04.3(10)C1 HMA Compaction Statistical Evaluation— Lots and Sublots The bulleted item in the fourth paragraph is revised to read: For a compaction lot in progress with a compaction CPF less than 0.75 using an LSL = 91.0, a new compaction lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. See also Section 5-04.3(11)F. 5-04.3(10)C2 HMA Compaction Statistical Evaluation — Acceptance Testing In the table, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO T 355" 5-04.3(10)C3 HMA Statistical Compaction —Price Adjustments In the first paragraph, "WSDOT FOP for AASHTO T 355" is revised to read "FOP for AASHTO T 355". The first sentence in the second paragraph is revised to read: For each HMA compaction lot (that is accepted by Statistical Evaluation) which does not meet the criteria in the preceding paragraph, the compaction lot shall be evaluated in accordance with Section 1-06.2(2)D5 to determine the appropriate Composite Pay Factor (CPF). The last two paragraphs are revised to read: Determine the Compaction Price Adjustment (CPA) from the table below, selecting the equation for CPA that corresponds to the value of CPF determined above. Calculating HMA Com action Price Adjustment CPA Value of CPF Equation for Calculating CPA When CPF > 1.00 CPA = [0.80 x (CPF — 1.00)] x Q x UP When CPF = 1.00 CPA = $0 When CPF < 1.0 CPA = [0.40 x (CPF — 1.00)] x Q x UP Where CPA = Compaction Price Adjustment for the compaction lot ($) CPF = Composite Pay Factor for the compaction lot (maximum is 1.05) Q = Quantity in the compaction lot (tons) UP = Unit price of the HMA in the compaction lot ($/ton) 5-04.3(13) Surface Smoothness The second to last paragraph is revised to read: When concrete pavement is to be placed on HMA, the surface tolerance of the HMA shall be such that no surface elevation lies above the Plan grade minus the specified Plan depth of concrete pavement. Prior to placing the concrete pavement, bring any such irregularities to the required tolerance by grinding or other means allowed by the Engineer. rma.Ne 2 5-04.5 Payment 3 The paragraph following the Bid item "Crack Sealing -LF", per linear foot is revised to read: 4 5 The unit Contract price per linear foot for "Crack Sealing -LF" shall be full payment for all 6 costs incurred to perform the Work described in Section 5-04.3(4)A. 7 8 Section 5-05, Cement Concrete Pavement 9 August 6, 2018 10 5-05.1 Description 11 In the first paragraph, "portland cement concrete" is revised to read "cement concrete'. 12 13 5-05.2 Materials 14 In the first paragraph, the reference to "Portland Cement" is revised to read: 15 16 Cement 9-01 17 18 In the first paragraph, the section reference for Concrete Patching Material is revised to read 19 "9-20.1". 20 21 5-05.3(1) Concrete Mix Design for Paving 22 The table title in item number 4 is revised to read Concrete Batch Weights. 23 24 In item 4a, "Portland Cement" is revised to read "Cement". 25 26 5-05.3(4) Measuring and Batching Materials 27 Item number 2 is revised to read: 28 29 2. Batching Materials — On all projects requiring more than 2,500 cubic yards of 30 concrete for paving, the batching plant shall be equipped to proportion aggregates 31 and cement by weight by means of automatic and interlocked proportioning devices 32 of accepted type. 33 34 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement 35 36 This section's title is revised to read: 37 38 Acceptance of Portland Cement or Blended Hydraulic Cement Concrete 39 Pavement 40 41 The first sentence is revised to read: 42 43 Acceptance of portland cement or blended hydraulic cement concrete pavement shall be 44 as provided under statistical or nonstatistical acceptance. 45 46 5-05.4 Measurement 47 The last paragraph is revised to read: 48 49 The calculation for cement concrete compliance adjustment is the volume of concrete 50 represented by the CPF and the Thickness deficiency adjustment. WDA 15 2 5-05.5 Payment 3 The bid item 'Portland Cement Concrete Compliance Adjustment', by calculation, and the 4 paragraph following this bid item are revised to read: 5 6 "Cement Concrete Compliance Adjustment', by calculation. 7 8 Payment for "Cement Concrete Compliance Adjustment' will be calculated by multiplying 9 the unit Contract price for the cement concrete pavement, times the volume for 10 adjustment, times the percent of adjustment determined from the calculated CPF and the 11 Deficiency Adjustment listed in Section 5-05.5(1)A. 12 13 Section 6-01, General Requirements for Structures 14 August 6, 2018 15 This section is supplemented with the following new subsections: 16 17 6-01.16 Repair of Defective Work 18 6-01.16(1) General 19 When using repair procedures that are described elsewhere in the Contract 20 Documents, the Working Drawing submittal requirements of this Section shall not 21 apply to those repairs unless noted otherwise. 22 23 Repair procedures for defective Work shall be submitted as Type 2 Working 24 Drawings. Type 2E Working Drawings shall be submitted when required by the 25 Engineer. As an alternative to submitting Type 2 or 2E Working Drawings, defective 26 Work within the limits of applicability of a pre -approved repair procedure may be 27 repaired using that procedure. Repairs using a pre -approved repair procedure shall 28 be submitted as a Type 1 Working Drawing. 29 30 Pre -approved repair procedures shall consist of the following: 31 32 The procedures listed in Section 6-01.16(2) 33 34 For precast concrete, repair procedures in the annual plant approval 35 process documents that have been approved for use by the Contracting 36 Agency. 37 38 All Working Drawings for repair procedures shall include: 39 40 A description of the defective Work including location, extent and pictures 41 42 Materials to be used in the repair. Repairs using manufactured products 43 shall include written manufacturer recommendations for intended uses of 44 the product, surface preparation, mixing, aggregate extension (if 45 applicable), ambient and surface temperature limits, placement methods, 46 finishing and curing. 47 48 Construction procedures 49 50 Plan details of the area to be repaired 51 WDA 16 1 Calculations for Type 2E Working Drawings 2 3 Material manufacturer's instructions and recommendations shall supersede any 4 conflicting requirements in pre -approved repair procedures. 5 6 The Engineer shall be notified prior to performing any repair procedure and shall be 7 given an opportunity to inspect the repair work being performed. 8 9 6-01.16(2) Pre -Approved Repair Procedures 10 6-01.16(2)A Concrete Spalls and Poor Consolidation (Rock Pockets, 11 Honeycombs, Voids, etc.) 12 This repair shall be limited to the following areas: 13 14 Areas that are not on top Roadway surfaces (with or without an overlay) 15 including but not limited to concrete bridge decks, bridge approach 16 slabs or cement concrete pavement 17 18 Areas that are not underwater 19 20 Areas that are not on precast barrier, except for the bottom 4 inches 21 (but not to exceed 1 inch above blockouts) 22 23 Areas that do not affect structural adequacy as determined by the 24 Engineer. 25 26 The repair procedure is as follows: 27 28 1. Remove all loose and unsound concrete. Impact breakers shall not 29 exceed 15 pounds in weight when removing concrete adjacent to 30 reinforcement or other embedments and shall not exceed 30 pounds 31 in weight otherwise. Operate impact breakers at angles less than 45 32 degrees as measured from the surface of the concrete to the tool and 33 moving away from the edge of the defective Work. Concrete shall be 34 completely removed from exposed surfaces of existing steel reinforcing 35 bars. If half or more of the circumference of any steel reinforcing bar is 36 exposed, if the reinforcing bar is loose or if the bond to existing concrete 37 is poor then concrete shall be removed at least 3/4 inch behind the 38 reinforcing bar. Do not damage any existing reinforcement. Stop work 39 and allow the Engineer to inspect the repair area after removing all 40 loose and unsound concrete. Submit a modified repair procedure when 41 required by the Engineer. 42 43 2. Square the edges of the repair area by cutting an edge perpendicular 44 to the concrete surface around the repair area. The geometry of the 45 repair perimeter shall minimize the edge length and shall be 46 rectangular with perpendicular edges, avoiding reentrant corners. The 47 depth of the cut shall be a minimum of '/4 inch, but shall be reduced if 48 necessary to avoid damaging any reinforcement. For repairs on vertical 49 surfaces, the top edge shall slope up toward the front at a 1 -vertical -to - 50 3 -horizontal slope. 51 P19ITA Fi 1 2 3 4 5 6 7 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 3. Remove concrete within the repair area to a depth at least matching the cut depth at the edges. Large variations in the depth of removal within short distances shall be avoided. Roughen the concrete surface. The concrete surface should be roughened to at least Concrete Surface Profile (CSP) 5 in accordance with ICRI Guideline No. 310.2R, unless a different CSP is recommended by the patching material manufacturer. 4. Inspect the concrete repair surface for delaminations, debonding, microcracking and voids using hammer tapping or a chain drag. Remove any additional loose or unsound concrete in accordance with steps 1 through 3. 5. Select a patching material in accordance with Section 9-20.2 that is appropriate for the repair location and thickness. The concrete patching material shall be pumpable or self -consolidating as required for the type of placement that suits the repair. The patching material shall have a minimum compressive strength at least equal to the specified compressive strength of the concrete. 6. Prepare the concrete surface and reinforcing steel in accordance with the patching material manufacturer's recommendations. At a minimum, clean the concrete surfaces (including perimeter edges) and reinforcing steel using oil -free abrasive blasting or high-pressure (minimum 5,000 psi) water blasting. All dirt, dust, loose particles, rust, laitance, oil, film, microcracked/bruised concrete or foreign material of any sort shall be removed. Damage to the epoxy coating on steel reinforcing bars shall be repaired in accordance with Section 6-02.3(24)H. 7. Construct forms if necessary, such as for patching vertical or overhead surfaces or where patching extends to the edge or corner of a placement. When recommended by the patching material manufacturer, saturate the concrete in the repair area and remove any free water at the concrete surface to obtain a saturated surface dry (SSD) substrate. When recommended by the patching material manufacturer, apply a primer, scrub coat or bonding agent to the existing surfaces. Epoxy bonding agents, if used, shall be Type II or Type V in accordance with Section 9-26.1. 9. Place and consolidate the patching material in accordance with the manufacturer's recommendations. Work the material firmly into all surfaces of the repair area with sufficient pressure to achieve proper bond to the concrete. 10. The patching material shall be textured, cured and finished in accordance with the patching material manufacturer's recommendations and/or the requirements for the repaired component. Protect the newly placed patch from vibration in accordance with Section 6-02.3(6)D. WDA 18 1 11. When the completed repair does not match the existing concrete color 2 and will be visible to the public, a sand and cement mixture that is color 3 matched to the existing concrete shall be rubbed, brushed, or applied 4 to the surface of the patching material and the concrete. 5 6 6-01.10 Utilities Supported by or Attached to Bridges 7 In the third paragraph, "Federal Standard 595' is revised to read "SAE AMS Standard 595". 8 9 6-01.12 Final Cleanup 10 The second paragraph is deleted. 11 12 Section 6-02, Concrete Structures 13 August 6, 2018 14 6-02.1 Description 15 The first sentence is revised to read: 16 17 This Work consists of the construction of all Structures (and their parts) made of portland 18 cement or blended hydraulic cement concrete with or without reinforcement, including 19 bridge approach slabs. 20 21 6-02.2 Materials 22 In the first paragraph, the references to 'Portland Cement' and "Aggregates for Portland 23 Cement Concrete' are revised to read: 24 25 Cement 9-01 26 Aggregates for Concrete 9-03.1 27 28 6-02.3(2) Proportioning Materials 29 The second paragraph is revised to read: 30 31 Unless otherwise specified, the Contractor shall use Type I or II portland cement or 32 blended hydraulic cement in all concrete as defined in Section 9-01.2(1). 33 34 6-02.3(2)A Contractor Mix Design 35 The last sentence of the last paragraph is revised to read: 36 37 For all other concrete, air content shall be a minimum of 4.5 percent and a maximum of 38 7.5 percent for all concrete placed above the finished ground line unless noted otherwise. 39 40 6-02.3(2)A1 Contractor Mix Design for Concrete Class 4000D 41 Item number 5 of the first paragraph is deleted. 42 43 Item number 6 of the first paragraph (after the preceding Amendment is applied) is 44 renumbered to 5. 45 46 6-02.3(2)B Commercial Concrete 47 The second paragraph is revised to read: 48 49 Where concrete Class 3000 is specified for items such as, culvert headwalls, plugging 50 culverts, concrete pipe collars, pipe anchors, monument cases, Type PPB, PS, I, FB and WDA 19 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 RM signal standards, pedestals, cabinet bases, guardrail anchors, fence post footings, sidewalks, concrete curbs, curbs and gutters, and gutters, the Contractor may use commercial concrete. If commercial concrete is used for sidewalks, concrete curbs, curbs and gutters, and gutters, it shall have a minimum cementitious material content of 564 pounds per cubic yard of concrete, shall be air entrained, and the tolerances of Section 6-02.3(5)C shall apply. 6-02.3(4) Ready -Mix Concrete The first sentence of the first paragraph is revised to read: All concrete, except lean concrete, shall be batched in a prequalified manual, semi- automatic, or automatic plant as described in Section 6-02.3(4)A. 6-02.3(4)D Temperature and Time For Placement The following is inserted after the first sentence of the first paragraph: The upper temperature limit for placement for Class 4000D concrete may be increased to a maximum of 80°F if allowed by the Engineer. 6-02.3(5)C Conformance to Mix Design Item number 1 of the second paragraph is revised to read: Cement weight plus 5 percent or minus 1 percent of that specified in the mix design. 6-02.3(6)A1 Hot Weather Protection The first paragraph is revised to read: The Contractor shall provide concrete within the specified temperature limits. Cooling of the coarse aggregate piles by sprinkling with water is permitted provided the moisture content is monitored, the mixing water is adjusted for the free water in the aggregate and the coarse aggregate is removed from at least 1 foot above the bottom of the pile. Sprinkling of fine aggregate piles with water is not allowed. Refrigerating mixing water or replacing all or part of the mixing water with crushed ice is permitted, provided the ice is completely melted by placing time. The second sentence of the second paragraph is revised to read: These surfaces include forms, reinforcing steel, steel beam flanges, and any others that touch the concrete. 6-02.3(7) Vacant This section, including title, is revised to read: 6-02.3(7) Tolerances Unless noted otherwise, concrete construction tolerances shall be in accordance with this section. Tolerances in this section do not apply to cement concrete pavement. Horizontal deviation of roadway crown points, cross -slope break points, and curb, barrier or railing edges from alignment or work line: ±1.0 inch Deviation from plane: ±0.5 inch in 10 feet WDA 20 I W9 1 Deviation from plane for roadway surfaces: ±0.25 inch in 10 feet 2 3 Deviation from plumb or specified batter: ±0.5 inch in 10 feet, but not to exceed a total of 4 ±1.5 inches 5 6 Vertical deviation from profile grade for roadway surfaces: ±1 inch 8 Vertical deviation of top surfaces (except roadway surfaces): ±0.75 inch 9 10 Thickness of bridge decks and other structural slabs not at grade: ±0.25 inch 11 12 Length, width and thickness of elements such as columns, beams, crossbeams, 13 diaphragms, corbels, piers, abutments and walls, including dimensions to construction 14 joints in initial placements: +0.5 inch, -0.25 inch 15 16 Length, width and thickness of spread footing foundations: +2 inches, -0.5 inch 17 18 Horizontal location of the as -placed edge of spread footing foundations: The greater of 19 ±2% of the horizontal dimension of the foundation perpendicular to the edge and ±0.5 20 inch. However, the tolerance shall not exceed ±2 inches. 21 22 Location of opening, insert or embedded item at concrete surface: ±0.5 inch 23 24 Cross-sectional dimensions of opening: ±0.5 inch 25 26 Bridge deck, bridge approach slab, and bridge traffic barrier expansion joint gaps with a 27 specified temperature range, measured at a stable temperature: ±0.25 inch 28 29 Horizontal deviation of centerline of bearing pad, oak block or other bearing assembly: 30 ±0.125 inch 31 32 Horizontal deviation of centerline of supported element from centerline of bearing pad, 33 oak block or other bearing assembly ±0.25 inch 34 35 Vertical deviation of top of bearing pad, oak block or other bearing assembly: ±0.125 inch 36 37 6-02.3(10)C Finishing Equipment 38 The first paragraph is revised to read: 39 40 The finishing machine shall be self-propelled and be capable of forward and reverse 41 movement under positive control. The finishing machine shall be equipped with augers 42 and a rotating cylindrical single or double drum screed. The finishing machine shall have 43 the necessary adjustments to produce the required cross section, line, and grade. The 44 finishing machine shall be capable of raising the screeds, augers, and any other parts of 45 the finishing mechanical operation to clear the screeded surface, and returning to the 46 specified grade under positive control. Unless otherwise allowed by the Engineer, a 47 finishing machine manufacturer technical representative shall be on site to assist the first 48 use of the machine on the Contract. 49 50 The first sentence of the second paragraph is revised to read: 51 WDA 21 For bridge deck widening of 20 feet or less, and for bridge approach slabs, or where jobsite conditions do not allow the use of the conventional configuration finishing machines, or modified conventional machines as described above; the Contractor may submit a Type 2 Working Drawing proposing the use of a hand -operated motorized power screed such as a "Texas" or "Bunyan" screed. 7 6-02.3(10)D4 Monitoring Bridge Deck Concrete Temperature After Placement 8 This section, including title, is revised to read: 9 10 6-02.3(10)D4 Vacant 11 12 6-02.3(10)D5 Bridge Deck Concrete Finishing and Texturing 13 In the third subparagraph of the first paragraph, the last sentence is revised to read: 14 15 The Contractor shall texture the bridge deck surface to within 3 -inches minimum and 24- 16 inches maximum of the edge of concrete at expansion joints, within 1 -foot minimum and 17 2 -feet maximum of the curb line, and within 3 -inches minimum and 9 -inches maximum of 18 the perimeter of bridge drain assemblies. 19 20 6-02.3(10)F Bridge Approach Slab Orientation and Anchors 21 The second to last paragraph is revised to read: 22 23 The compression seal shall be a 2'/z inch wide gland and shall conform to Section 9- 24 04.1(4). 25 26 The last paragraph is deleted. 27 28 6-02.3(13)A Strip Seal Expansion Joint System 29 In item number 3 of the third paragraph, "Federal Standard 595' is revised to read "SAE AMS 30 Standard 595'. 31 32 6-02.3(13)B Compression Seal Expansion Joint System 33 The first paragraph is revised to read: 34 35 Compression seal glands shall conform to Section 9-04.1(4) and be sized as shown in 36 the Plans. 37 38 6-02.3(23) Opening to Traffic 39 This section is supplemented with the following new paragraph: 40 41 After curing bridge approach slabs in accordance with Section 6-02.3(11), the 42 bridge approach slabs may be opened to traffic when a minimum compressive strength 43 of 2,500 psi is achieved. 44 45 6-02.3(24)C Placing and Fastening 46 This section is revised to read: 47 48 The Contractor shall position reinforcing steel as the Plans require and shall ensure that 49 the steel is set within specified tolerances. Adjustments to reinforcing details outside of 50 specified tolerances to avoid interferences and for other purposes are acceptable when 51 approved by the Engineer. WDA 22 L 2 When spacing between bars is 1 foot or more, they shall be tied at all intersections. When 3 spacing is less than 1 foot, every other intersection shall be tied. If the Plans require 4 bundled bars, they shall be tied together with wires at least every 6 feet. All epoxy -coated 5 bars in the top mat of the bridge deck shall be tied at all intersections, however they may 6 be tied at alternate intersections when spacing is less than 1 foot in each direction and 7 they are supported by continuous supports meeting all other requirements of supports for 8 epoxy -coated bars. Other epoxy -coated bars shall also be tied at all intersections, but 9 shall be tied at alternate intersections when spacing is less than 1 foot in each direction. 10 Wire used for tying epoxy -coated reinforcing steel shall be plastic coated. Tack welding 11 is not permitted on reinforcing steel. 12 13 Abrupt bends in the steel are permitted only when one steel member bends around 14 another. Vertical stirrups shall pass around main reinforcement or be firmly attached to it. 15 16 For slip -formed concrete, the reinforcing steel bars shall be tied at all intersections and 17 cross braced to keep the cage from moving during concrete placement. Cross bracing 18 shall be with additional reinforcing steel. Cross bracing shall be placed both longitudinally 19 and transversely. 20 21 After reinforcing steel bars are placed in a traffic or pedestrian barrier and prior to slip - 22 form concrete placement, the Contractor shall check clearances and reinforcing steel bar 23 placement. This check shall be accomplished by using a template or by operating the slip - 24 form machine over the entire length of the traffic or pedestrian barrier. All clearance and 25 reinforcing steel bar placement deficiencies shall be corrected by the Contractor before 26 slip -form concrete placement. 27 28 Precast concrete supports (or other accepted devices) shall be used to maintain the 29 concrete coverage required by the Plans. The precast concrete supports shall: 30 31 1. Have a bearing surface measuring not greater than 2 inches in either dimension, and 32 33 2. Have a compressive strength equal to or greater than that of the concrete in which 34 they are embedded. 35 36 In slabs, each precast concrete support shall have either: (1) a grooved top that will hold 37 the reinforcing bar in place, or (2) an embedded wire that protrudes and is tied to the 38 reinforcing steel. If this wire is used around epoxy -coated bars, it shall be coated with 39 plastic. 40 41 Precast concrete supports may be accepted based on a Manufacturer's Certificate of 42 Compliance. 43 44 In lieu of precast concrete supports, the Contractor may use metal or all -plastic supports 45 to hold uncoated bars. Any surface of a metal support that will not be covered by at least 46 / inch of concrete shall be one of the following: 47 48 1. Hot -dip galvanized after fabrication in keeping with AASHTO M232 Class D; 49 50 2. Coated with plastic firmly bonded to the metal. This plastic shall be at least 332 51 inch thick where it touches the form and shall not react chemically with the 52 concrete when tested in the State Materials Laboratory. The plastic shall not WDA 23 3 4 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 shatter or crack at or above -5°F and shall not deform enough to expose the metal at or below 200°F, or 3. Stainless steel that meet the requirements of ASTM A493, Type 302. Stainless steel chair supports are not required to be galvanized or plastic coated. In lieu of precast concrete supports, epoxy -coated reinforcing bars may be supported by one of the following: Metal supports coated entirely with a dielectric material such as epoxy or plastic, Other epoxy -coated reinforcing bars, or 3. All -plastic supports. Damaged coatings on metal bar supports shall be repaired prior to placing concrete. All -plastic supports shall be lightweight, non -porous, and chemically inert in concrete. All - plastic supports shall have rounded seatings, shall not deform under load during normal temperatures, and shall not shatter or crack under impact loading in cold weather. All - plastic supports shall be placed at spacings greater than 1 foot along the bar and shall have at least 25 percent of their gross place area perforated to compensate for the difference in the coefficient of thermal expansion between plastic and concrete. The shape and configuration of all -plastic supports shall permit complete concrete consolidation in and around the support. A "mat' is two adjacent and perpendicular layers of reinforcing steel. In bridge decks, top and bottom mats shall be supported adequately enough to hold both in their proper positions. If bar supports directly support, or are directly supported on No. 4 bars, they shall be spaced at not more than 3 -foot intervals (or not more than 4 -foot intervals for bars No. 5 and larger). Wire ties to girder stirrups shall not be considered as supports. To provide a rigid mat, the Contractor shall add other supports and tie wires to the top mat as needed. Unless noted otherwise, the minimum concrete cover for main reinforcing bars shall be: 3 inches to a concrete surface deposited against earth without intervening forms. 2'/2 inches to the top surface of a concrete bridge deck or bridge approach slab. 2 inches to a concrete surface when not specified otherwise in this section or in the Contract documents. 1'/2 inches to a concrete barrier or curb surface. Except for top cover in bridge decks and bridge approach slabs, minimum concrete cover to ties and stirrups may be reduced by 1/2 inch but shall not be less than 1 inch. Minimum concrete cover shall also be provided to the outermost part of mechanical splices and headed steel reinforcing bars. Reinforcing steel bar location, concrete cover and clearance shall not vary more than the following tolerances from what is specified in the Contract documents: WDA 24 I 1 2 Reinforcing bar location for members 12 inches or less in thickness: ±0.25 inch 3 4 Reinforcing bar location for members greater than 12 inches in thickness: ±0.375 5 inch 6 7 Reinforcing bar location for bars placed at equal spacing within a plane: the greater 8 of either ±1 inch or ±1 bar diameter within the plane. The total number of bars shall 9 not be fewer than that specified. 10 11 The clearance between reinforcement shall not be less than the greater of the bar 12 diameter or 1 inch for unbundled bars. For bundled bars, the clearance between 13 bundles shall not be less than the greater of 1 inch or a bar diameter derived from 14 the equivalent total area of all bars in the bundle. 15 16 Longitudinal location of bends and ends of bars: ±1 inch 17 18 Embedded length of bars and length of bar lap splices: 19 20 No. 3 through No. 11: -1 inch 21 22 No. 14 through No. 18: -2 inches 23 24 Concrete cover measured perpendicular to concrete surface (except for the top 25 surface of bridge decks, bridge approach slabs and other roadway surfaces): ±0.25 26 inch 27 28 Concrete cover measured perpendicular to concrete surface for the top surface of 29 bridge decks, bridge approach slabs and other roadway surfaces: +0.25 inch, -0 inch 30 31 Before placing any concrete, the Contractor shall: 32 33 1. Clean all mortar from reinforcement, and 34 35 2. Obtain the Engineer's permission to place concrete after the Engineer has 36 inspected the placement of the reinforcing steel. (Any concrete placed without 37 the Engineer's permission shall be rejected and removed.) 38 39 6-02.3(25)H Finishing 40 The last paragraph is revised to read: 41 42 The Contractor may repair defects in prestressed concrete girders in accordance with 43 Section 6-01.16. 44 45 6-02.3(27) Concrete for Precast Units 46 The last sentence of the first paragraph is revised to read: 47 48 Type III portland cement or blended hydraulic cement is permitted to be used in precast 49 concrete units. 50 WDA 25 1 6-02.3(28)B Casting 2 In the second paragraph, the reference to Section 6-02.3(25)6 is revised to read Section 6- 3 02.3(25)C. 4 5 6-02.3(28)D Contractors Control Strength 6 In the first paragraph, ' WSDOT FOP for AASHTO T 23" is revised to read "FOP for AASHTO 7 T 23". 8 9 6-02.3(28)E Finishing 10 This section is supplemented with the following: 11 12 The Contractor may repair defects in precast panels in accordance with Section 6-01.16. 13 14 Section 7-02, Culverts 15 April 2, 2018 16 7-02.2 Materials 17 In the first paragraph, the references to "Portland Cement" and "Aggregates for Portland 18 Cement Concrete" are revised to read: 19 20 Cement 9-01 21 Aggregates for Concrete 9-03.1 22 23 7-02.3(6)A4 Excavation and Bedding Preparation 24 The first sentence of the third paragraph is revised to read: 25 26 The bedding course shall be a 6 -inch minimum thickness layer of culvert bedding material, 27 defined as granular material either conforming to Section 9-03.12(3) or to AASHTO 28 Grading No. 57 as specified in Section 9-03.1(4)C. 29 30 Section 7-05, Manholes, Inlets, Catch Basins, and Drywells 31 August 6, 2018 32 7-05.3 Construction Requirements 33 The fourth sentence of the third paragraph is deleted. 34 35 Section 7-08, General Pipe Installation Requirements 36 April 2, 2018 37 7-08.3(3) Backfilling 38 The fifth sentence of the fourth paragraph is revised to read: 39 40 All compaction shall be in accordance with the Compaction Control Test of Section 2- 41 03.3(14)D except in the case that 100% Recycled Concrete Aggregate is used. 42 43 The following new sentences are inserted after the fifth sentence of the fourth paragraph: 44 45 When 100% Recycled Concrete Aggregate is used, the Contractor may submit a written 46 request to use a test point evaluation for compaction acceptance. Test Point evaluation 47 shall be performed in accordance with SOP 738. 48 r 167-1VU Section 8-01, Erosion Control and Water Pollution Control April 2, 2018 3 8-01.1 Description 4 This section is revised to read 5 6 This Work consists of furnishing, installing, maintaining, removing and disposing of best 7 management practices (BMPs), as defined in the Washington Administrative Code (WAC) 8 173-201A, to manage erosion and water quality in accordance with these Specifications 9 and as shown in the Plans or as designated by the Engineer. 10 11 The Contracting Agency may have a National Pollution Discharge Elimination System 12 Construction Stormwater General Permit (CSWGP) as identified in the Contract Special 13 Provisions. The Contracting Agency may or may not transfer coverage of the CSWGP to 14 the Contractor when a CSWGP has been obtained. The Contracting Agency may not 15 have a CSWGP for the project but may have another water quality related permit as 16 identified in the Contract Special Provisions or the Contracting Agency may not have 17 water quality related permits but the project is subject to applicable laws for the Work. 18 Section 8-01 covers all of these conditions. 19 20 8-01.2 Materials 21 The first paragraph is revised to read: 22 23 Materials shall meet the requirements of the following sections: 24 25 Corrugated Polyethylene Drain Pipe 9-05.1(6) 26 Quarry Spalls 9-13 27 Erosion Control and Roadside Planting 9-14 28 Construction Geotextile 9-33 29 30 8-01.3(1) General 31 This section is revised to read: 32 33 Adaptive management shall be employed throughout the duration of the project for the 34 implementation of erosion and water pollution control permit requirements for the current 35 condition of the project site. The adaptive management includes the selection and 36 utilization of BMPs, scheduling of activities, prohibiting unacceptable practices, 37 implementing maintenance procedures, and other managerial practices that when used 38 singularly or in combination, prevent or reduce the release of pollutants to waters of the 39 State. The adaptive management shall use the means and methods identified in this 40 section and means and methods identified in the Washington State Department of 41 Transportation's Temporary Erosion and Sediment Control Manual or the Washington 42 State Department of Ecology's Stormwater Management Manuals for construction 43 stormwater. 44 45 The Contractor shall install a high visibility fence along the site preservation lines shown 46 in the Plans or as instructed by the Engineer. 47 48 Throughout the life of the project, the Contractor shall preserve and protect the delineated 49 preservation area, acting immediately to repair or restore any fencing damaged or 50 removed. 51 WDA 27 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 All discharges to surface waters shall comply with surface water quality standards as defined in Washington Administrative Code (WAC) Chapter 173-201A. All discharges to the ground shall comply with groundwater quality standards WAC Chapter 173-200. The Contractor shall comply with the CSWGP when the project is covered by the CSWGP. Temporary Work, at a minimum, shall include the implementation of: 1. Sediment control measures prior to ground disturbing activities to ensure all discharges from construction areas receive treatment prior to discharging from the site. 2. Flow control measures to prevent erosive flows from developing. 3. Water management strategies and pollution prevention measures to prevent contamination of waters that will be discharged to surface waters or the ground. 4. Erosion control measures to stabilize erodible earth not being worked. 5. Maintenance of BMPs to ensure continued compliant performance. 6. Immediate corrective action if evidence suggests construction activity is not in compliance. Evidence includes sampling data, olfactory or visual evidence such as the presence of suspended sediment, turbidity, discoloration, or oil sheen in discharges. To the degree possible, the Contractor shall coordinate this temporary Work with permanent drainage and erosion control Work the Contract requires. Clearing, grubbing, excavation, borrow, or fill within the Right of Way shall never expose more erodible earth than as listed below: Western Washington (West of the Cascade Mountain Crest May 1 through 17 Acres 30 Mountain Crest -September October 1 Mountain Crest through April 5 Acres 30 Eastern Washington (East of the Cascade Mountain Crest April 1 through 17 Acres October 31 Mountain Crest November 1 Mountain Crest through March 5 Acres 31 The Engineer may increase or decrease the limits based on project conditions. Erodible earth is defined as any surface where soils, grindings, or other materials may be capable of being displaced and transported by rain, wind, or surface water runoff. Erodible earth not being worked, whether at final grade or not, shall be covered within the specified time period (see the table below), using BMPs for erosion control. IWestern Washington Eastern Washington st of the Cascade (East of the Cascade Mountain Crest Mountain Crest rrnxsa:3 October 1 2 days through April 5 days 30 maximum May 1 to 7 days September 30 maximum October 1 through June 5 days 30 maximum November 1 10 days through March 31 maximum 2 When applicable, the Contractor shall be responsible for all Work required for compliance 3 with the CSWGP including annual permit fees. 4 5 If the Engineer, under Section 1-08.6, orders the Work suspended, the Contractor shall 6 continue to comply with this division during the suspension. 7 8 Nothing in this Section shall relieve the Contractor from complying with other Contract 9 requirements. 10 11 8-01.3(1)A Submittals 12 This section's content is deleted. 13 14 This section is supplemented with the following new subsection: 15 16 8-01.3(1)A1 Temporary Erosion and Sediment Control 17 A Temporary Erosion and Sediment Control (TESC) plan consists of a narrative section 18 and plan sheets that meets the Washington State Department of Ecology's Stormwater 19 Pollution Prevention Plan (SWPPP) requirement in the CSWGP. Abbreviated TESC plans 20 are not required to include plan sheets and are used on small projects that disturb soil 21 and have the potential to discharge but are not covered by the CSWGP. The contract 22 uses the term "TESC plan" to describe both TESC plans and abbreviated TESC plans. 23 When the Contracting Agency has developed a TESC plan for a Contract, the narrative 24 is included in the appendix to the Special Provisions and the TESC plan sheets, when 25 required, are included in the Contract Plans. The Contracting Agency TESC plan will not 26 include off-site areas used to directly support construction activity. 27 28 The Contractor shall either adopt the TESC Plan in the Contract or develop a new TESC 29 Plan. If the Contractor adopts the Contracting Agency TESC Plan, the Contractor shall 30 modify the TESC Plan to meet the Contractor's schedule, method of construction, and to 31 include off-site areas that will be used to directly support construction activity such as 32 equipment staging yards, material storage areas, or borrow areas. Contractor TESC 33 Plans shall include all high visibility fence delineation shown on the Contracting Agency 34 Contract Plans. All TESC Plans shall meet the requirements of the current edition of the 35 WSDOT Temporary Erosion and Sediment Control Manual M 3109 and be adaptively 36 managed as needed throughout construction based on site inspections and discharge 37 samples to maintain compliance with the CSWGP. The Contractor shall develop a 38 schedule for implementation of the TESC work and incorporate it into the Contractor's 39 progress schedule. 40 41 The Contractor shall submit their TESC Plan (either the adopted plan or new plan) and 42 implementation schedule as Type 2 Working Drawings. At the request of the Engineer, 43 updated TESC Plans shall be submitted as Type 1 Working Drawings. 44 45 8-01.3(1)B Erosion and Sediment Control (ESC) Lead 46 This section is revised to read: u II-Vil 2 The Contractor shall identify the ESC Lead at the preconstruction discussions and in the 3 TESC Plan. The ESC Lead shall have, for the life of the Contract, a current Certificate of 4 Training in Construction Site Erosion and Sediment Control from a course approved by 5 the Washington State Department of Ecology. The ESC Lead must be onsite or on call at 6 all times throughout construction. The ESC Lead shall be listed on the Emergency 7 Contact List required under Section 1-05.13(1). 8 9 The ESC Lead shall implement the TESC Plan. Implementation shall include, but is not 10 limited to: 11 12 1. Installing, adaptively managing, and maintaining temporary erosion and 13 sediment control BMPs to assure continued performance of their intended 14 function. Damaged or inadequate BMPs shall be corrected immediately. 15 16 2. Updating the TESC Plan to reflect current field conditions. 17 18 3. Discharge sampling and submitting Discharge Monitoring Reports (DMRs) to 19 the Washington State Department of Ecology in accordance with the CSWGP. 20 21 4. Develop and maintain the Site Log Book as defined in the CSWGP. When the 22 Site Log Book or portion thereof is electronically developed, the electronic 23 documentation must be accessible onsite. As a part of the Site Log Book, the 24 Contractor shall develop and maintain a tracking table to show that identified 25 TESC compliance issues are fully resolved within 10 calendar days. The table 26 shall include the date an issue was identified, a description of how it was 27 resolved, and the date the issue was fully resolved. 28 29 The ESC Lead shall also inspect all areas disturbed by construction activities, all on-site 30 erosion and sediment control BMPs, and all stormwater discharge points at least once 31 every calendar week and within 24 -hours of runoff events in which stormwater discharges 32 from the site. Inspections of temporarily stabilized, inactive sites may be reduced to once 33 every calendar month. The Washington State Department of Ecology's Erosion and 34 Sediment Control Site Inspection Form, located at https://ecology.wa.gov/Regulations- 35 Perm its/Perm its-certificatio ns/Stormwater-general-permits/Construction-stormwater- 36 permit, shall be completed for each inspection and a copy shall be submitted to the 37 Engineer no later than the end of the next working day following the inspection. 38 39 8-01.3(1)C Water Management 40 This section is supplemented with the following new subsections: 41 42 8-01.3(1)C5 Water Management for In -Water Work Below Ordinary High 43 Water Mark (OHWM) 44 Work over surface waters of the state (defined in WAC 173-201A-010) or below the 45 OHWM (defined in RCW 90.58.030) must comply with water quality standards for surface 46 waters of the state of Washington. 47 48 8-01.3(1)C6 Environmentally Acceptable Hydraulic Fluid 49 All equipment containing hydraulic fluid that extends from a bridge deck over surface 50 waters of the state or below the OHWM, shall be equipped with an environmentally 51 acceptable hydraulic fluid. The fluid shall meet specific requirements for biodegradability, 52 aquatic toxicity, and bioaccumulation in accordance with the United States Environmental WDA 30 1 Protection Agency (EPA) publication EPA800-R-11-002. Acceptance shall be in 2 accordance with Section 1-06.3, Manufacturer's Certification of Compliance. 3 4 The designation of environmentally acceptable hydraulic fluid does not mean fluid spills 5 are acceptable. The Contractor shall respond to spills to land or water in accordance with 6 the Contract. 7 8 8-01.3(1)C7 Turbidity Curtain 9 All Work for the turbidity curtain shall be in accordance with the manufacturer's 10 recommendations for the site conditions. Removal procedures shall be developed and 11 used to minimize silt release and disturbance of silt. The Contractor shall submit a Type 12 2 Working Drawing, detailing product information, installation and removal procedures, 13 equipment and workforce needs, maintenance plans, and emergency repair/replacement 14 plans. 15 16 Turbidity curtain materials, installation, and maintenance shall be sufficient to comply with 17 water quality standards. 18 19 The Contractor shall notify the Engineer 10 days in advance of removing the turbidity 20 curtain. All components of the turbidity curtain shall be removed from the project. 21 22 8-01.3(1)C1 Disposal of Dewatering Water 23 This section is revised to read: 24 25 When uncontaminated groundwater is encountered in an excavation on a project it may 26 be infiltrated within vegetated areas of the right of way not designated as Sensitive Areas 27 or incorporated into an existing stormwater conveyance system at a rate that will not 28 cause erosion or flooding in any receiving surface water. 29 30 Alternatively, the Contractor may pursue independent disposal and treatment alternatives 31 that do not use the stormwater conveyance system provided it is in compliance with the 32 applicable WACs and permits. 33 34 8-01.3(1)C2 Process Wastewater 35 This section is revised to read: 36 37 Wastewater generated on-site as a byproduct of a construction process shall not be 38 discharged to surface waters of the State. Some sources of process wastewater may be 39 infiltrated in accordance with the CSWGP with concurrence from the Engineer. Some 40 sources of process wastewater may be disposed via independent disposal and treatment 41 alternatives in compliance with the applicable WACs and permits. 42 43 8-01.3(1)C3 Shaft Drilling Slurry Wastewater 44 This section is revised to read: 45 46 Wastewater generated on-site during shaft drilling activity shall be managed and disposed 47 of in accordance with the requirements below. No shaft drilling slurry wastewater shall be 48 discharged to surface waters of the State. Neither the sediment nor liquid portions of the 49 shaft drilling slurry wastewater shall be contaminated, as detectable by visible or olfactory 50 indication (e.g., chemical sheen or smell). 51 WDA 31 1 1. Water -only shaft drilling slurry or water slurry with accepted flocculants may be 2 infiltrated on-site. Flocculants used shall meet the requirements of Section 9- 3 14.5(1) or shall be chitosan products listed as General Use Level Designation 4 (GULD) on the Washington State Department of Ecology's stormwater treatment 5 technologies webpage for construction treatment. Infiltration is permitted if the 6 following requirements are met: 7 8 a. Wastewater shall have a pH of 6.5 — 8.5 prior to discharge. 9 10 b. The amount of flocculant added to the slurry shall be kept to the minimum 11 needed to adequately settle out solids. The flocculant shall be thoroughly 12 mixed into the slurry. 13 14 c. The slurry removed from the shaft shall be contained in a leak proof cell or 15 tank for a minimum of 3 hours. 16 17 d. The infiltration rate shall be reduced if needed to prevent wastewater from 18 leaving the infiltration location. The infiltration site shall be monitored 19 regularly during infiltration activity. All wastewater discharged to the ground 20 shall fully infiltrate and discharges shall stop before the end of each work 21 day. 22 23 e. Drilling spoils and settled sediments remaining in the containment cell or 24 tank shall be disposed of in accordance with Section 6-19.3(4)F. 25 26 f. Infiltration locations shall be in upland areas at least 150 feet away from 27 surface waters, wells, on-site sewage systems, aquifer sensitive recharge 28 areas, sole source aquifers, well head protection areas, and shall be 29 marked on the plan sheets before the infiltration activity begins. 30 31 g. Prior to infiltration, the Contractor shall submit a Shaft Drilling Slurry 32 Wastewater Management and Infiltration Plan as a Type 2 Working 33 Drawing. This Plan shall be kept on-site, adapted if needed to meet the 34 construction requirements, and updated to reflect what is being done in the 35 field. The Working Drawing shall include, at a minimum, the following 36 information: 37 38 i. Plan sheet showing the proposed infiltration location and all surface 39 waters, wells, on-site sewage systems, aquifer -sensitive recharge 40 areas, sole source aquifers, and well -head protection areas within 150 41 feet. 42 43 ii. The proposed elevation of soil surface receiving the wastewater for 44 infiltration and the anticipated phreatic surface (i.e., saturated soil). 45 46 iii. The source of the water used to produce the slurry. 47 48 iv. The estimated total volume of wastewater to be infiltrated. 49 50 v. The accepted flocculant to be used (if any). 51 WDA 32 F, vi. The controls or methods used to prevent surface wastewater runoff from leaving the infiltration location. vii. The strategy for removing slurry wastewater from the shaft and containing the slurry wastewater once it has been removed from the shaft. 8 viii. The strategy for monitoring infiltration activity and adapting methods to 9 ensure compliance. 10 11 ix. A contingency plan that can be implemented immediately if it becomes 12 evident that the controls in place or methods being used are not 13 adequate. 14 15 x. The strategy for cleaning up the infiltration location after the infiltration 16 activity is done. Cleanup shall include stabilizing any loose sediment 17 on the surface within the infiltration area generated as a byproduct of 18 suspended solids in the infiltrated wastewater or soil disturbance 19 associated with BMP placement and removal. 20 21 2. Shaft drilling mineral slurry, synthetic slurry, or slurry with polymer additives not 22 allowed for infiltration shall be contained and disposed of by the Contractor at 23 an accepted disposal facility in accordance with Section 2-03.3(7)C. Spoils that 24 have come into contact with mineral slurry shall be disposed of in accordance 25 with Section 6-19.3(4)F. 26 27 8-01.3(1)C4 Management of Off -Site Water 28 This section is revised to read: 29 30 Prior to clearing and grubbing, the Contractor shall intercept all sources of off-site surface 31 water and overland flow that will run-on to the project. Off-site surface water run-on shall 32 be diverted through or around the project in a way that does not introduce construction 33 related pollution. It shall be diverted to its preconstruction discharge location in a manner 34 that does not increase preconstruction flow rate and velocity and protects contiguous 35 properties and waterways from erosion. The Contractor shall submit a Type 2 Working 36 Drawing consisting of the method for performing this Work. 37 38 8-01.3(1)E Detention/Retention Pond Construction 39 This section is revised to read: 40 41 Whether permanent or temporary, ponds shall be constructed before beginning other 42 grading and excavation Work in the area that drains into that pond. Detention/retention 43 ponds may be constructed concurrently with grading and excavation when allowed by the 44 Engineer. Temporary conveyances shall be installed concurrently with grading in 45 accordance with the TESC Plan so that newly graded areas drain to the pond as they are 46 exposed. 47 48 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch 49 In the table, the second column heading is revised to read: 50 51 Eastern Washington' 52 (East of the Cascade Mountain Crest) WDA 33 2 Footnote 1 in the table is revised to read: 3 4 Seeding may be allowed outside these dates when allowed or directed by the Engineer. 5 6 8-01.3(5) Plastic Covering 7 The first sentence of the first paragraph is revised to read: 8 9 Erosion Control — Plastic coverings used to temporarily cover stockpiled materials, 10 slopes or bare soils shall be installed and maintained in a way that prevents water from 11 intruding under the plastic and prevents the plastic cover from being damaged by wind. 12 13 8-01.3(7) Stabilized Construction Entrance 14 The first paragraph is revised to read: 15 16 Temporary stabilized construction entrance shall be constructed in accordance with the 17 Standard Plans, prior to construction vehicles entering the roadway from locations that 18 generate sediment track out on the roadway. Material used for stabilized construction 19 entrance shall be free of extraneous materials that may cause or contribute to track out. 20 21 8-01.3(8) Street Cleaning 22 This section is revised to read: 23 24 Self-propelled pickup street sweepers shall be used to remove and collect dirt and other 25 debris from the Roadway. The street sweeper shall effectively collect these materials and 26 prevent them from being washed or blown off the Roadway or into waters of the State. 27 Street sweepers shall not generate fugitive dust and shall be designed and operated in 28 compliance with applicable air quality standards. Material collected by the street sweeper 29 shall be disposed of in accordance with Section 2-03.3(7)C. 30 31 When allowed by the Engineer, power broom sweepers may be used in non - 32 environmentally sensitive areas. The broom sweeper shall sweep dirt and other debris 33 from the roadway into the work area. The swept material shall be prevented from entering 34 or washing into waters of the State. 35 36 Street washing with water will require the concurrence of the Engineer. 37 38 8-01.3(12) Compost Socks 39 The first two sentences of the first paragraph are revised to read: 40 41 Compost socks are used to disperse flow and sediment. Compost socks shall be installed 42 as soon as construction will allow but before flow conditions create erosive flows or 43 discharges from the site. Compost socks shall be installed prior to any mulching or 44 compost placement. 45 46 8-01.3(13) Temporary Curb 47 The second to last sentence of the second paragraph is revised to read: 48 49 Temporary curbs shall be a minimum of 4 inches in height. 50 51 8-01.3(14) Temporary Pipe Slope Drain 52 The third and fourth paragraphs are revised to read: WDA 34 2 The pipe fittings shall be water tight and the pipe secured to the slope with metal posts, 3 wood stakes, sand bags, or as allowed by the Engineer. 4 5 The water shall be discharged to a stabilized conveyance, sediment trap, stormwater 6 pond, rock splash pad, or vegetated strip, in a manner to prevent erosion and maintain 7 water quality compliance. 8 9 The last paragraph is deleted. 10 11 8-01.3(15) Maintenance 12 This section is revised to read: 13 14 Erosion and sediment control BMPs shall be maintained or adaptively managed as 15 required by the CSWGP until the Engineer determines they are no longer needed. When 16 deficiencies in functional performance are identified, the deficiencies shall be rectified 17 immediately. 18 19 The BMPs shall be inspected on the schedule outlined in Section 8-01.3(1)B for damage 20 and sediment deposits. Damage to or undercutting of BMPs shall be repaired 21 immediately. 22 23 In areas where the Contractor's activities have compromised the erosion control functions 24 of the existing grasses, the Contractor shall overseed at no additional cost to the 25 Contracting Agency. 26 27 The quarry spalls of construction entrances shall be refreshed, replaced, or screened to 28 maintain voids between the spalls for collecting mud and dirt. 29 30 Unless otherwise specified, when the depth of accumulated sediment and debris reaches 31 approximately '/ the height of the BMP the deposits shall be removed. Debris or 32 contaminated sediment shall be disposed of in accordance with Section 2-03.3(7)C. 33 Clean sediments may be stabilized on-site using BMPs as allowed by the Engineer. 34 35 8-01.3(16) Removal 36 This section is revised to read: 37 38 The Contractor shall remove all temporary BMPs, all associated hardware and associated 39 accumulated sediment deposition from the project limits prior to Physical Completion 40 unless otherwise allowed by the Engineer. When the temporary BMP materials are made 41 of natural plant fibers unaltered by synthetic materials the Engineer may allow leaving the 42 BMP in place. 43 44 The Contractor shall remove BMPs and associated hardware in a way that minimizes soil 45 disturbance. The Contractor shall permanently stabilize all bare and disturbed soil after 46 removal of BMPs. If the installation and use of the erosion control BMPs have compacted 47 or otherwise rendered the soil inhospitable to plant growth, such as construction 48 entrances, the Contractor shall take measures to rehabilitate the soil to facilitate plant 49 growth. This may include, but is not limited to, ripping the soil, incorporating soil 50 amendments, or seeding with the specified seed. 51 WDA 35 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 At the request of the Contractor and at the sole discretion of the Engineer the CSWGP may be transferred back to the Contracting Agency. Approval of the Transfer of Coverage request will require the following: 1. All other Work required for Contract Completion has been completed. 2. All Work required for compliance with the CSWGP has been completed to the maximum extent possible. This includes removal of BMPs that are no longer needed and the site has undergone all Stabilization identified for meeting the requirements of Final Stabilization in the CSWGP. 3. An Equitable Adjustment change order for the cost of Work that has not been completed by the Contractor. 4. Submittal of the Washington State Department of Ecology Transfer of Coverage form (Ecology form ECY 020-87a) to the Engineer. If the Engineer approves the transfer of coverage back to the Contracting Agency, the requirement in Section 1-07.5(3) for the Contractor's submittal of the Notice of Termination form to the Washington State Department of Ecology will not apply. 8-01.4 Measurement This section's content is deleted and replaced with the following new subsections: 8-01.4(1) Lump Sum Bid for Project (No Unit Items) When the Bid Proposal contains the item "Erosion Control and Water Pollution Prevention" there will be no measurement of unit or force account items for Work defined in Section 8-01 except as described in Sections 8-01.4(3) and 8-01.4(4). Also, except as described in Section 8-01.4(3), all of Sections 8-01.4(2) and 8-01.5(2) are deleted. 8-01.4(2) Item Bids When the Proposal does not contain the items "Erosion Control and Water Pollution Prevention", Section 8-01.4(1) and 8-01.5(1) are deleted and the Bid Proposal will contain some or all of the following items measured as noted. ESC lead will be measured per day for each day that an inspection is made and a report is filed. Biodegradable erosion control blanket and plastic covering will be measured by the square yard along the ground slope line of surface area covered and accepted. Turbidity curtains will be measured by the linear foot along the ground line of the installed curtain. Check dams will be measured per linear foot one time only along the ground line of the completed check dam. No additional measurement will be made for check dams that are required to be rehabilitated or replaced due to wear. Stabilized construction entrances will be measured by the square yard by ground slope measurement for each entrance constructed. Tire wash facilities will be measured per each for each tire wash installed. WDA 36 L 1 2 Street cleaning will be measured by the hour for the actual time spent cleaning 3 pavement, refilling with water, dumping and transport to and from cleaning locations 4 within the project limits, as authorized by the Engineer. Time to mobilize the 5 equipment to or from the project limits on which street cleaning is required will not be 6 measured. 7 8 Inlet protections will be measured per each for each initial installation at a 9 drainage structure. 10 11 Silt fence, gravel filter, compost berms, and wood chip berms will be measured by 12 the linear foot along the ground line of the completed barrier. 13 14 Wattles and compost socks will be measured by the linear foot. 15 16 Temporary curbs will be measured by the linear foot along the ground line of the 17 completed installation. 18 19 Temporary pipe slope drains will be measured by the linear foot along the flow line 20 of the pipe. 21 22 Coir logs will be measured by the linear foot along the ground line of the completed 23 installation. 24 25 Outlet protections will be measured per each initial installation at an outlet location. 26 27 Tackifiers will be measure by the acre by ground slope measurement. 28 29 8-01.4(3) Reinstating Unit Items with Lump Sum Erosion Control and 30 Water Pollution Prevention 31 The Contract Provisions may establish the project as lump sum, in accordance with 32 Section 8-01.4(1) and also include one or more of the items included above in Section 8- 33 01.4(2). When that occurs, the corresponding measurement provision in Section 8- 34 01.4(2) is not deleted and the Work under that item will be measured as specified. 35 36 8-01.4(4) Items not included with Lump Sum Erosion Control and Water 37 Pollution Prevention 38 Compost blanket will be measured by the square yard by ground slope surface area 39 covered and accepted. 40 41 Mulching will be measured by the acre by ground slope surface area covered and 42 accepted. 43 44 Seeding, fertilizing, liming, mulching, and mowing, will be measured by the acre by ground 45 slope measurement. 46 47 Seeding and fertilizing by hand will be measured by the square yard by ground slope 48 measurement. No adjustment in area size will be made for the vegetation free zone 49 around each plant. 50 51 Fencing will be measured by the linear foot along the ground line of the completed fence. 52 rm7_1Wfi 1 8-01.5 Payment 2 This section's content is deleted and replaced with the following new subsections: 3 4 8-01.5(1) Lump Sum Bid for Project (No Unit Items) 5 Payment will be made for the following Bid item when it is included in the Proposal: 6 7 "Erosion Control and Water Pollution Prevention", lump sum. 8 9 The lump sum Contract price for "Erosion Control and Water Pollution Prevention" 10 shall be full pay to perform the Work as described in Section 8-01 except for costs 11 compensated by Bid Proposal items inserted through Contract Provisions as 12 described in Section 8-01.4(2). Progress payments for the lump sum item "Erosion 13 Control and Water Pollution Prevention" will be made as follows: 14 15 1. The Contracting Agency will pay 15 percent of the bid amount for the initial 16 set up for the item. Initial set up includes the following: 17 18 a. Acceptance of the TESC Plan provided by the Contracting Agency or 19 submittal of a new TESC Plan, 20 21 b. Submittal of a schedule for the installation of the BMPs, and 22 23 c. Identifying water quality sampling locations. 24 25 2. 70 percent of the bid amount will be paid in accordance with Section 1-09.9. 26 27 3. Once the project is physically complete and copies of the all reports 28 submitted to the Washington State Department of Ecology have been 29 submitted to the Engineer, and, if applicable, transference of the CSWGP 30 back to the Contracting Agericy is complete, the remaining 15 percent of 31 the bid amount shall be paid in accordance with Section 1-09.9. 32 33 8-01.5(2) Item Bids 34 "ESC Lead", per day. 35 36 "Turbidity Curtain", per linear foot. 37 38 "Biodegradable Erosion Control Blanket", per square yard. 39 40 "Plastic Covering", per square yard. 41 42 "Check Dam", per linear foot. 43 44 "Inlet Protection", per each. 45 46 "Gravel Filter Berm", per linear foot. 47 48 "Stabilized Construction Entrance", per square yard. 49 50 "Street Cleaning", per hour. 51 52 "Silt Fence', per linear foot. WDA 38 E 1 2 "Wood Chip Berm", per linear foot. 3 4 "Compost Berm", per linear foot. 5 6 "Wattle', per linear foot. 7 8 "Compost Sock", per linear foot. 9 10 "Coir Log", per linear foot. 11 12 "Temporary Curb", per linear foot. 13 14 "Temporary Pipe Slope Drain", per linear foot. 15 16 "Temporary Seeding", per acre. 17 18 "Outlet Protection", per each. 19 20 "Tackifier", per acre. 21 22 "ErosionM/ater Pollution Control", by force account as provided in Section 1-09.6. 23 24 Maintenance and removal of erosion and water pollution control devices including 25 removal and disposal of sediment, stabilization and rehabilitation of soil disturbed 26 bythese activities, and any additional Work deemed necessary by the Engineer to 27 controlerosion and water pollution will be paid by force account in accordance with 28 Section 1-09.6. 29 30 To provide a common Proposal for all Bidders, the Contracting Agency has entered an 31 amount in the Proposal to become a part of the Contractor's total Bid. 32 33 8-01.5(3) Reinstating Unit Items with Lump Sum Erosion Control and 34 Water Pollution Prevention 35 The Contract may establish the project as lump sum, in accordance with Section 8-01.4(1) 36 and also reinstate the measurement of one or more of the items described in Section 8- 37 01.4(2), except for Erosion/Water Pollution Control, by force account. When that occurs, 38 the corresponding payment provision in Section 8-01.5(2) is not deleted and the Work 39 under that item will be paid as specified. 40 41 8-01.5(4) Items not included with Lump Sum Erosion Control and Water 42 Pollution Prevention 43 Payment will be made for each of the following Bid items when they are included in the 44 Proposal: 45 46 "Compost Blanket", per square yard. 47 48 "Mulching", per acre 49 50 "Mulching with PAM", per acre 51 52 "Mulching with Short -Term Mulch", per acre. u1PEVE 1 2 "Mulching with Moderate -Term Mulch", per acre. 3 4 "Mulching with Long -Term Mulch", per acre. 5 6 "Seeding, Fertilizing and Mulching", per acre. 7 8 "Seeding and Fertilizing", per acre. 9 10 "Seeding and Fertilizing by Hand", per square yard. 11 12 "Second Application of Fertilizer', per acre. 13 14 "Liming", per acre. 15 16 "Mowing", per acre. 17 18 "Seeding and Mulching", per acre. 19 20 "High Visibility Fence", per linear foot. 21 22 Section 8-02, Roadside Restoration 23 January 2, 2018 24 8-02.2 Materials 25 The reference to the material "Soil" is revised to read "Topsoil". 26 27 8-02.5 Payment 28 The following new paragraph is inserted following the Bid item "Plant Selection _", per each: 29 30 The unit Contract price for "Plant Selection _", per each shall be full pay for all Work to 31 perform the work as specified within the planting area prior to planting for weed control, 32 planting area preparation and installation of plants with initial watering. 33 34 The paragraph following the Bid item "PSIPE _", per each is revised to read: 35 36 The unit Contract price for "PSIPE_ per each, shall be full pay for all Work to perform 37 the work as specified within the planting area for weed control and planting area 38 preparation, planting, cleanup, and water necessary to complete planting operations as 39 specified to the end of first year plant establishment. 40 41 Section 8-04, Curbs, Gutters, and Spillways 42 April 2, 2018 43 8-04.2 Materials 44 In the first paragraph, the reference to "Portland Cement" is revised to read: 45 46 Cement 9-01 47 48 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways 49 The first paragraph is supplemented with the following: 50 WDA 40 LTJ 1 Roundabout truck apron cement concrete curb and gutter shall be constructed with air 2 entrained concrete Class 4000 conforming to the requirements of Section 6-02. 3 4 Section 8-06, Cement Concrete Driveway Entrances 5 April 2, 2018 6 8-06.2 Materials 7 In the first paragraph, the reference to "Portland Cement' is revised to read: 8 9 Cement 9-01 10 11 8-06.3 Construction Requirements 12 The first paragraph is revised to read: 13 14 Cement concrete driveway approaches shall be constructed with air entrained concrete 15 Class 4000 conforming to the requirements of Section 6-02 or Portland Cement or 16 Blended Hydraulic Cement Concrete Pavement conforming to the requirements of 17 Section 5-05. 18 19 Section 8-07, Precast Traffic Curb 20 April 2, 2018 21 8-07.3(1) Installing Curbs 22 The first sentence of the first paragraph is revised to read: 23 24 The curb shall be firmly bedded for its entire length and breadth on a mortar bed 25 conforming to Section 9-20.4(3) composed of one part Portland cement or blended 26 hydraulic cement and two parts sand. 27 28 The fourth paragraph is revised to read: 29 30 All joints between adjacent pieces of curb except joints for expansion and/or drainage as 31 designated by the Engineer shall be filled with mortar composed of one part Portland 32 cement or blended hydraulic cement and two parts sand. 33 34 Section 8-14, Cement Concrete Sidewalks 35 April 2, 2018 36 8-14.2 Materials 37 In the first paragraph, the reference to "Portland Cement' is revised to read: 38 39 Cement 9-01 40 41 In the second paragraph, each reference to "Federal Standard 595' is revised to read "SAE 42 AMS Standard 595'. 43 44 Section 8-16, Concrete Slope Protection 45 April 2, 2018 46 8-16.2 Materials 47 In the first paragraph, the last two material references are revised to read: WDA 41 2 3 4 5 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Poured Portland Cement or Blended Hydraulic Cement Concrete Slope Protection 9-13.5(2) Pneumatically Placed Portland Cement or Blended Hydraulic Cement Concrete Slope Protection 9-13.5(3) Section 8-17, Impact Attenuator Systems August 6, 2018 8-17.3 Construction Requirements This section is supplemented with the following: Impact attenuators shall meet the crash test and evaluation criteria of NCHRP 350 or the Manual for Assessing Safety Hardware (MASH). Section 8-20, Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical August 6, 2018 8-20.1(1) Regulations and Code The last paragraph is revised to read: Persons performing electrical Work shall be certified in accordance with and supervised as required by RCW 19.28.161. Proof of certification shall be worn at all times in accordance with WAC 296-46B-942. Persons failing to meet these certification requirements may not perform any electrical work, and shall stop any active electrical work, until their certification is provided and worn in accordance with this Section. 8-20.2(2) Equipment List and Drawings This section is renumbered: 8-20.2(1) Equipment List and Drawings 8-20.3(4) Foundations The second sentence of the first paragraph is revised to read: Concrete for Type II, III, IV, V, and CCTV signal standards and light standard foundations shall be Class 4000P and does not require air entrainment. 8-20.3(5)A General The last two sentences of the last paragraph is deleted. This section is supplemented with the following: All conduits shall include a pull tape with the equipment grounding conductor. The pull tape shall be attached to the conduit near the end bell or grounded end bushing, or to duct plugs or caps if present, at both ends of the conduit. 8-20.3(8) Wiring The seventeenth paragraph is supplemented with the following: WDA 42 Pulling tape shall meet the requirements of Section 9-29.1(10). Pull string may not be used. 4 8-20.3(14)C Induction Loop Vehicle Detectors 5 Item number 2 is deleted. 6 7 Item numbers 3 through 12 are renumbered to 2 through 11, respectively. 8 9 Section 8-21, Permanent Signing 10 January 2, 2018 11 8-21.3(9)F Foundations 12 Item number 3 of the twelfth paragraph is supplemented with the following new sentence: 13 14 Class 4000P concrete for roadside sign structures does not require air entrainment. 15 16 Section 9-02, Bituminous Materials 17 April 2, 2018 18 9-02.1 Asphalt Material, General 19 The second paragraph is revised to read 20 21 The Asphalt Supplier of Performance Graded (PG) asphalt binder and emulsified asphalt 22 shall have a Quality Control Plan (QCP) in accordance with WSDOT QC 2 "Standard 23 Practice forAsphalt Suppliers That Certify Performance Graded and Emulsified Asphalts". 24 The Asphalt Supplier's QCP shall be submitted and receive the acceptance of the 25 WSDOT State Materials Laboratory. Once accepted, any change to the QCP will require 26 a new QCP to be submitted for acceptance. The Asphalt Supplier of PG asphalt binder 27 and emulsified asphalt shall certify through the Bill of Lading that the PG asphalt binder 28 or emulsified asphalt meets the Specification requirements of the Contract. 29 30 9-02.1(4) Performance Graded Asphalt Binder (PGAB) 31 This section's title is revised to read: 32 33 Performance Graded (PG) Asphalt Binder 34 35 The first paragraph is revised to read: 36 37 PG asphalt binder meeting the requirements of AASHTO M 332 Table 1 of the grades 38 specified in the Contract shall be used in the production of HMA. For HMA with greater 39 than 20 percent RAP by total weight of HMA, or any amount of RAS, the new asphalt 40 binder, recycling agent and recovered asphalt (RAP and/or RAS) when blended in the 41 proportions of the mix design shall meet the PG asphalt binder requirements of AASHTO 42 M 332 Table 1 for the grade of asphalt binder specified by the Contract. 43 44 The second paragraph, including the table, is revised to read: 45 46 In addition to AASHTO M 332 Table 1 specification requirements, PG asphalt binders 47 shall meet the following requirements: 48 Additional Requirements b WDA 43 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 The third paragraph is revised to read: The RTFO JnrdlB and the PAV direct tension specifications of AASHTO M 332 are not required. This section is supplemented with the following: If the asphalt binder verification sample test results fail to meet AASHTO Test Method T 350 "Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)" for average percent recovery @ 3.2 kPa for the applicable grades of binder in accordance with Section 9-02.1(4), the Contracting Agency may elect to test the sample using AASHTO Test Method T 301 "Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer." When AASHTO T 301 is used, a minimum of 65% elastic recovery (ER) will be required when tested at 25°C ± 0.5°C. 9-02.1(6) Cationic Emulsified Asphalt This section is revised to read: Cationic Emulsified Asphalt meeting the requirements of AASHTO M 208 Table 1 of the grades specified in the Contract shall be used. 9-02.5 Warm Mix Asphalt (WMA) Additive This section, including title, is revised to read: 9-02.5 HMA Additive Additives for HMA shall be accepted by the Engineer. Section 9-03, Aggregates August 6, 2018 9-03.1 Aggregates for Portland Cement Concrete This section's title is revised to read: WDA 44 Performance Grade PG Asphalt Binders Proper Test PG58S PG58H PG58V- PG64S- PG64H PG64V- ty Method -22 -22 22 28 -28 28 RTFO Residu e: Averag AASHT 30% 20% 25% 30% e O T Min. Min. Min. Min. Percent 350' Recove ry @ 3.2 kPa 'Specimen conditioned in accordance with AASHTO T 240 — RTFO. The third paragraph is revised to read: The RTFO JnrdlB and the PAV direct tension specifications of AASHTO M 332 are not required. This section is supplemented with the following: If the asphalt binder verification sample test results fail to meet AASHTO Test Method T 350 "Standard Method of Test for Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR)" for average percent recovery @ 3.2 kPa for the applicable grades of binder in accordance with Section 9-02.1(4), the Contracting Agency may elect to test the sample using AASHTO Test Method T 301 "Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer." When AASHTO T 301 is used, a minimum of 65% elastic recovery (ER) will be required when tested at 25°C ± 0.5°C. 9-02.1(6) Cationic Emulsified Asphalt This section is revised to read: Cationic Emulsified Asphalt meeting the requirements of AASHTO M 208 Table 1 of the grades specified in the Contract shall be used. 9-02.5 Warm Mix Asphalt (WMA) Additive This section, including title, is revised to read: 9-02.5 HMA Additive Additives for HMA shall be accepted by the Engineer. Section 9-03, Aggregates August 6, 2018 9-03.1 Aggregates for Portland Cement Concrete This section's title is revised to read: WDA 44 k Aggregates for Concrete 3 9-03.1(1) General Requirements 4 The first two sentences of the first paragraph are revised to read: 5 6 Concrete aggregates shall be manufactured from ledge rock, talus, or sand and gravel in 7 accordance with the provisions of Section 3-01. Reclaimed aggregate may be used if it 8 complies with the specifications for concrete. 9 10 The second paragraph (up until the colon) is revised to read: 11 12 Aggregates for concrete shall meet the following test requirements: 13 14 The second sentence of the second to last paragraph is revised to read: 15 16 The Contractor shall submit test results according to ASTM C1567 through the Engineer 17 to the State Materials Laboratory that demonstrate that the proposed fly ash when used 18 with the proposed aggregates and cement will control the potential expansion to 0.20 19 percent or less before the fly ash and aggregate sources may be used in concrete. 20 21 9-03.1(2) Fine Aggregate for Portland Cement Concrete 22 This section's title is revised to read: 23 24 Fine Aggregate for Concrete 25 26 9-03.1(4) Coarse Aggregate for Portland Cement Concrete 27 This section's title is revised to read: 28 29 Coarse Aggregate for Concrete 30 31 9-03.1(4)C Grading 32 The first paragraph (up until the colon) is revised to read: 33 34 Coarse aggregate for concrete when separated by means of laboratory sieves shall 35 conform to one or more of the following gradings as called for elsewhere in these 36 Specifications, Special Provisions, or in the Plans: 37 38 9-03.1(5) Combined Aggregate Gradation for Portland Cement Concrete 39 This section's title is revised to read: 40 41 Combined Aggregate Gradation for Concrete 42 43 9-03.1(5)6 Grading 44 In the last paragraph, "WSDOT FOP for WAQTC/AASHTO T 27/T 11" is revised to read "FOP 45 for WAQTC/AASHTO T 27/T 11". 46 47 9-03.2 Aggregate for Job -Mixed Portland Cement Mortar 48 This section's title is revised to read: 49 WDA 45 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Aggregate for Job -Mixed Portland Cement or Blended Hydraulic Cement Mortar The first sentence of the first paragraph is revised to read: Fine aggregate for portland cement or blended hydraulic cement mortar shall consist of sand or other inert materials, or combinations thereof, accepted by the Engineer, having hard, strong, durable particles free from adherent coating. 9-03.4(1) General Requirements The first paragraph (up until the colon) is revised to read: Aggregate for bituminous surface treatment shall be manufactured from ledge rock, talus, or gravel, in accordance with Section 3-01. Aggregates for Bituminous Surface Treatment shall meet the following test requirements: 9-03.8(1) General Requirements The first paragraph (up until the colon) is revised to read: Aggregates for Hot Mix Asphalt shall meet the following test requirements: 9-03.8(2) HMA Test Requirements The two tables in the second paragraph are replaced with the following three tables: Mix Criteria % inch Min. Max. HMA Class /3 inch '/ inch Min. Max. Min. Max. 1 inch Min. Max. Voids in Mineral Aggregate VMA , 15.0 FOP for AASHTO T 324 14.0 96.0 13.0 0.3 to < 3 12.0 with no Stripping Inflection Point Voids Filled With As halt (VFA), and Maximum Rut Depth of >_ 3 15,000 10mm ESAL's millions 175 Maximum for ASTM D6931 VFA < 0.3 70 0 80 70 80 67 80 0.3 to < 3 65 5 78 65 78 65 78 >_ 3 73 U160-6 5 75 65 75 65 75 Dust/Asphalt Ratio 0.6 1.6 0.6 1.6 0.6 1.6 Test Method ESAL's millions Number of Passes Hamburg Wheel -Track Testing, < 0.3 10,000 FOP for AASHTO T 324 :591.5 96.0 Minimum Number of Passes 0.3 to < 3 12,500 with no Stripping Inflection Point 5 98.0 and Maximum Rut Depth of >_ 3 15,000 10mm Indirect Tensile (IDT) Strength (psi) of Bituminous Materials FOP 175 Maximum for ASTM D6931 WDA 46 ESAL's millions N initial N design N maximum %Gmm <0.3 :591.5 96.0 5_98.0 0.3 to<3 :_90.5 96.0 —15 98.0 >_ 3 :_ 89.0 96.0 5 98.0 WDA 46 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Gyratory Compaction < 0.3 6 50 75 0.3 to < 3 7 75 115 (number of > 3 8 100 160 rations 9-03.8(7) HMA Tolerances and Adjustments In the table in item number 1. the fifth row is revised to read: Asphalt binder 1 -0.4% to 0.5% 1 1 ±0,7% In the table in item number 1, the following new row is inserted before the last row: Voids in Mineral 1.5% Aggregate, VMA 9-03.9(1) Ballast The second paragraph (up until the colon) is revised to read: Aggregates for ballast shall meet the following test requirements: 9-03.14(4) Gravel Borrow for Structural Earth Wall The second sentence of the first paragraph is revised to read: The material shall be substantially free of shale or other soft, poor durability particles, and shall not contain recycled materials, such as glass, shredded tires, concrete rubble, or asphaltic concrete rubble. 9-03.21(1)E Table on Maximum Allowable percent (By Weight) of Recycled Material "Portland Cement" is deleted from the first two rows in the table. The first column of the third row is revised to read: Coarse Aggregate for Commercial Concrete and Class 3000 Concrete Section 9-04, Joint and Crack Sealing Materials April 2, 2018 9-04.1(2) Premolded Joint Filler for Expansion Joints In this section, each reference to "AASHTO T 42" is revised to read "ASTM D 545". 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement This section is supplemented with the following: Hot poured sealant for cement concrete pavement is acceptable for installations in joints where cement concrete pavement abuts a bituminous pavement. 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement This section is supplemented with the following: WDA 47 Hot poured sealant for bituminous pavement is acceptable for installations in joints where cement concrete pavement abuts a bituminous pavement. 9-04.2(1)B Sand Slurry for Bituminous Pavement Item number 2 of the first paragraph is revised to read: Two percent portland cement or blended hydraulic cement, and 9 9-04.3 Joint Mortar 10 The first paragraph is revised to read: 11 12 Mortar for hand mortared joints shall conform to Section 9-20.4(3) and consist of one part 13 portland cement or blended hydraulic cement, three parts fine sand, and sufficient water 14 to allow proper workability. 15 16 Section 9-05, Drainage Structures and Culverts 17 April 2, 2018 18 9-05.3(1)C Age at Shipment 19 The last sentence of the first paragraph is revised to read: 20 21 Unless it is tested and accepted at an earlier age, it shall not be considered ready for 22 shipment sooner than 28 days after manufacture when made with Type II portland cement 23 or blended hydraulic cement, nor sooner than 7 days when made with Type III portland 24 cement. 25 26 Section 9-06, Structural Steel and Related Materials 27 August 6, 2018 28 9-06.5 Bolts 29 This section's title is revised to read 30 31 Bolts and Rods 32 33 9-06.5(4) Anchor Bolts 34 This section, including title, is revised to read: 35 36 9-06.5(4) Anchor Bolts and Anchor Rods 37 Anchor bolts and anchor rods shall meet the requirements of ASTM F1554 and, unless 38 otherwise specified, shall be Grade 105 and shall conform to Supplemental Requirements 39 S2, S3, and S4. 40 41 Nuts for ASTM F1554 Grade 105 black anchor bolts and anchor rods shall conform to 42 ASTM A563, Grade D or DH. Nuts for ASTM F1554 Grade 105 galvanized anchor bolts 43 and anchor rods shall conform to eitherASTM A563, Grade DH, orAASHTO M292, Grade 44 2H, and shall conform to the overtapping, lubrication, and rotational testing requirements 45 in Section 9-06.5(3). Nuts for ASTM F1554 Grade 36 or 55 black or galvanized anchor 46 bolts and anchor rods shall conform to ASTM A563, Grade A or DH. Washers shall 47 conform to ASTM F436. 48 WDA 48 1 The bolts and rods shall be tested by the manufacturer in accordance with the 2 requirements of the pertinent Specification and as specified in these Specifications. 3 Anchor bolts, anchor rods, nuts, and washers shall be inspected prior to shipping to the 4 project site. The Contractor shall submit to the Engineer for acceptance a Manufacturer's 5 Certificate of Compliance for the anchor bolts, anchor rods, nuts, and washers, as defined 6 in Section 1-06.3. If the Engineer deems it appropriate, the Contractor shall provide a 7 sample of the anchor bolt, anchor rod, nut, and washer for testing. 9 All bolts, rods, nuts, and washers shall be marked and identified as required in the 10 pertinent Specification. 11 12 9-06.17 Vacant 13 This section, including title, is revised to read: 14 15 9-06.17 Noise Barrier Wall Access Door 16 Access door frames shall be formed of 14 -gauge steel to the size and dimensions shown 17 in the Plans. The access door frame head and jamb members shall be mitered, securely 18 welded, and ground smooth. Each head shall have two anchors and each jamb shall have 19 three anchors. The hinges shall be reinforced with %-inch by 12 -inch plate, width equal 20 to the full inside width of the frame. 21 22 Access doors shall be full flush 1% -inch thick seamless doors with a polystyrene core. 23 Door faces shall be constructed with smooth seamless 14 -gauge roller -levered, cold - 24 rolled steel sheet conforming to ASTM A 792 Type SS, Grade 33 minimum, Coating 25 Designation AZ55 minimum. The vertical edges shall be neat interlocked hemmed edge 26 seam. The top and bottom of the door shall be enclosed with 14 -gauge channels. Mortise 27 and reinforcement for locks and hinges shall be 10 -gauge steel. Welded top cap shall be 28 ground and filled for exterior applications. The bottom channel shall have weep holes. 29 30 Each access door shall have three hinges. Access door hinges shall be ASTM A 276 Type 31 316 stainless steel, 4 -%-inches square, with stainless steel ball bearing and non - 32 removable pins. 33 34 Each access door shall have two pull plates. The pull plates shall be ASTM A 240 Type 35 316 stainless steel, with a grip handle of one -inch diameter and 8 to 10 -inches in length. 36 37 The door assembly shall be fabricated and assembled as a complete unit including all 38 hardware specified prior to shipment. 39 40 9-06.18 Metal Bridge Railing 41 The second sentence of the first paragraph is revised to read: 42 43 Steel used for metal railings, when galvanized after fabrication in accordance with 44 AASHTO M111, shall have a controlled silicon content of either 0.00 to 0.06 percent or 45 0.15 to 0.25 percent. 46 47 Section 9-07, Reinforcing Steel 48 April 2, 2018 49 9-07.5(2) Corrosion Resistant Dowel Bars (for Cement Concrete Pavement and 50 Cement Concrete Pavement Rehabilitation) 51 The first paragraph (up until the colon) is revised to read: WDA 49 1 2 Corrosion resistant dowel bars shall be 1'/: inch outside diameter plain round steel bars 3 or tubular bars 18 inches in length and meet the requirements of one of the following: 4 5 Item number 4 and 5 of the first paragraph are revised to read: 6 7 4. Corrosion -resistant, low -carbon, chromium plain steel bars for concrete 8 reinforcement meeting all the requirements of ASTM A 1035 Alloy Type CS Grade 9 100 or Alloy Type CS Grade 120. 10 11 5. Zinc Clad dowel bars shall be 1'/z inch solid bars or tubular bars with 1.695 inch 12 outside diameter by 0.120 inch wall and shall have a minimum 0.035 inch A710 Zinc 13 alloy clad to a plain steel inner bar meeting the chemical and physical properties of 14 AASHTO M 31, Grade 60, or AASHTO M 255, Grade 60. A710 Zinc shall be 15 composed of: zinc: 99.5 percent, by weight, minimum; copper: 0.1-0.25 percent, by 16 weight; and iron: 0.0020 percent, by weight, maximum. Each end of tubular bars shall 17 be plugged using a snug -fitting insert to prohibit any intrusion of concrete or other 18 materials. 19 20 Section 9-08, Paints and Related Materials 21 January 2, 2018 22 9-08.1(2)K Orange Equipment Enamel 23 In the second sentence of the first paragraph, the reference to "Federal Standard 595" is 24 revised to read "SAE AMS Standard 595". 25 26 9-08.1(8) Standard Colors 27 In the first paragraph, the reference to "Federal Standard 595" is revised to read "SAE AMS 28 Standard 595". 29 30 Section 9-13, Riprap, Quarry Spalls, Slope Protection, and Rock for Erosion 31 and Scour Protection and Rock Walls 32 April 2, 2018 33 9-13.1(1) General 34 The last paragraph is revised to read: 35 36 Riprap and quarry spalls shall be free from segregation, seams, cracks, and other defects 37 tending to destroy its resistance to weather and shall meet the following test requirements: 38 39 9-13.5 Concrete Slope Protection 40 This section is revised to read: 41 42 Concrete slope protection shall consist of reinforced portland cement or blended hydraulic 43 cement concrete poured or pneumatically placed upon the slope with a rustication joint 44 pattern or semi -open concrete masonry units placed upon the slope closely adjoining 45 each other. 46 47 9-13.5(2) Poured Portland Cement Concrete Slope Protection 48 This section's title is revised to read: 49 WDA 60 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 Poured Portland Cement or Blended Hydraulic Cement Concrete Slope Protection 9-13.5(3) Pneumatically Placed Portland Cement Concrete Slope Protection This section's title is revised to read: Pneumatically Placed Portland Cement or Blended Hydraulic Cement Concrete Slope Protection The first paragraph is revised to read: Cement — This material shall be portland cement or blended hydraulic cement as specified in Section 9-01. 9-13.7(1) Rock for Rock Walls and Chinking Material The first paragraph (up until the colon) is revised to read: Rock for rock walls and chinking material shall be hard, sound and durable material, free from seams, cracks, and other defects tending to destroy its resistance to weather, and shall meet the following test requirements: Section 9-14, Erosion Control and Roadside Planting August 6, 2018 9-14.4(2) Hydraulically Applied Erosion Control Products (HECPs) In Table 1, the last four rows are deleted. 9-14.4(2)A Long -Term Mulch The first paragraph is supplemented with the following: Products containing cellulose fiber produced from paper or paper components will not be accepted. Table 2 is supplemented with the following new rows: Water Holding Capacity ASTM D 7367 800 percent minimum Or anic Matter Content AASHTO T 267 90 percent minimum Seed Germination ASTM D 7322 Long Term Enhancement 420 percent minimum 9-14.4(2)B Moderate -Term Mulch This section is revised to read: Within 48 hours of application, the Moderate -Term Mulch shall bond with the soil surface to create a continuous, absorbent, flexible, erosion -resistant blanket. Moderate -Term Mulch shall effectively perform the intended erosion control function in accordance with Section 8-01.3(1) for a minimum of 3 months, or until temporary vegetation has been established, whichever comes first. Moderate -Term Mulch shall not be used in conjunction with permanent seeding. WDA 51 4 5 6 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 9-14.4(2)C Short -Term Mulch This section is revised to read: Short -Term Mulch shall effectively perform the intended erosion control function in accordance with Section 8-01.3(1) for a minimum of 2 months, or until temporary vegetation has been established, whichever comes first. Short -Term Mulch shall not be used in conjunction with permanent seeding. Section 9-18, Precast Traffic Curb April 2, 2018 9-18.1(1) Aggregates and Proportioning Item number 1 of the first paragraph is revised to read: Portland cement or blended hydraulic cement shall conform to the requirements of Section 9-01 except that it may be Type I portland cement conforming to AASHTO M 85. Section 9-20, Concrete Patching Material, Grout, and Mortar August 6, 2018 9-20.1 Patching Material This section, including title, is revised to read: 9-20.1 Patching Material for Cement Concrete Pavement Concrete patching material shall be prepackaged mortar extended with aggregate. The amount of aggregate for extension shall conform to the manufacturer's recommendation. Patching mortar and patching mortar extended with aggregate shall contain cementitious material and conform to Sections 9-20.1(1) and 9-20.1(2). The Manufacturer shall use the services of a laboratory that has an equipment calibration verification system and a technician training and evaluation process in accordance with AASHTO R 18 to perform all tests specified in Section 9-20.1. 9-20.1(1) Patching Mortar Patching mortar shall conform to the following requirements: Compressive Strength ASTM Test Method Specification at 3 hours C 39 Minimum 3,000 pii at 24 hours C 39 Minimum 5,000 psi Length Change at 28 days C 157 0.15 ercent maximum Total Chloride Content Ion C 1218 1 lb/yd maximum Bond Strength at 24 hours C 882 (As modified by C 928, Section 9.5 Minimum 1,000 psi FOYMN I 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Scaling Resistance (at C 672 (As modified by 1 Ib/ft2 maximum 25 cycles of freezing C 928, Section 9.4) Specification and thawing) C 39 Minimum 3,000 psi 9-20.1(2) Patching Mortar Extended with Aggregate Patching mortar extended with aggregate shall meet the following requirements: Compressive Strength ASTM Test Method Specification at 3 hours C 39 Minimum 3,000 psi at 24 hours C 39 Minimum 5,000 psi Length Change at 28 days C 157 0.15 2ercent maximum Bond Strength at 24 hours C 882 (As modified by Minimum 1,000 psi ASTM C928, Section 9.5 Scaling Resistance (at C 672 2 Maximum Visual 25 cycles of freezing Rating and thawing) Freeze thaw C 666 Maximum expansion 0.10% Minimum durability 90.0% 9-20.1(3) Aggregate Aggregate used to extend the patching mortar shall conform to Section 9-03.1(4) and be AASHTO Grading No. 8. A Manufacturer's Certificate of Compliance shall be submitted showing the aggregate source and the gradation. Mitigation forAlkali Silica Reaction (ASR) will not be required for the extender aggregate used for concrete patching material. 9-20.1(4) Water Water shall meet the requirements of Section 9-25.1. The quantity of water shall be within the limits recommended by the repair material manufacturer. 9-20.2 Specifications This section, including title, is revised to read: 9-20.2 Patching Material for Concrete Structure Repair Concrete patching material shall be a prepackaged mixture of portland or blended hydraulic cement, aggregate, and admixtures. Fly ash, ground granulated blast furnace slag and microsilica fume may be used. The concrete patching material may be shrinkage compensated. The concrete patching material shall also meet the following requirements: Compressive strength of 6000 psi or higher at 28 days in accordance with AASHTO T 22 (ASTM C 39), unless noted otherwise Bond strength of 250 psi or higher at 28 days or less in accordance with ASTM C 1583 or ICRI 210.3R WDA 53 1 Shrinkage shall be 0.05 percent (500 microstrain) or lower at 28 days in 2 accordance with AASHTO T 160 (ASTM C 157) as modified by ICRI 320.3R 3 4 Permeability shall be 2,000 coulombs or lower at 28 days in accordance with 5 AASHTO T 277 (ASTM C 1202) 6 7 Freeze -thaw resistance shall have a durability factor of 90 percent or higher after 8 a minimum of 300 cycles in accordance with AASHTO T 161 Procedure A (ASTM 9 C 666) 10 11 Soluble chloride ion limits in Section 6-02.3(2) shall be satisfied 12 13 9-20.2(1) Patching Mortar 14 This section, including title, is deleted in its entirety. 15 16 9-20.2(2) Patching Mortar Extended with Aggregate 17 This section, including title, is deleted in its entirety. 18 19 9-20.5 Bridge Deck Repair Material 20 Item number 3 of the first paragraph is revised to read: 21 22 3. Permeability of less than 2,000 coulombs at 28 -days or more in accordance with 23 AASHTO T 277. 24 25 Section 9-21, Raised Pavement Markers (RPM) 26 January 2, 2018 27 9-21.2 Raised Pavement Markers Type 2 28 This section's content is deleted. 29 30 9-21.2(1) Physical Properties 31 This section, including title, is revised to read: 32 33 9-21.2(1) Standard Raised Pavement Markers Type 2 34 The marker housing shall contain reflective faces as shown in the Plans to reflect incident 35 light from either a single or opposite directions and meet the requirements of ASTM D 36 4280 including Flexural strength requirements. 37 38 9-21.2(2) Optical Requirements 39 This section, including title, is revised to read: 40 41 9-21.2(2) Abrasion Resistant Raised Markers Type 2 42 Abrasion Resistant Raised Markers Type 2 shall comply with Section 9-21.2(1) and meet 43 the requirements of ASTM D 4280 with the following additional requirement: The 44 coefficient of luminous intensity of the markers shall be measured after subjecting the 45 entire lens surface to the test described in ASTM D 4280 Section 9.5 using a sand drop 46 apparatus. After the exposure described above, retroreflected values shall not be less 47 than 0.5 times a nominal unblemished sample. 48 49 9-21.2(3) Strength Requirements 50 This section is deleted in its entirety. i�rnx�.v Section 9-26, Epoxy Resins April 2, 2018 4 9-26.1(2) Packaging and Marking 5 The second paragraph is revised to read: 7 Containers shall be identified as "Component A" (contains the Epoxy Resin) and 8 "Component B" (Contains the Curing Agent) and shall show the type, grade, class, and 9 mixing directions as defined by these Specifications. Each container shall be marked by 10 permanent marking with the name of the formulator, the lot or batch number, the date of 11 packaging, expiration date and the quantity contained in pounds or gallons. If the two 12 containers are furnished in a single cartridge, that cartridge shall be marked by permanent 13 marking to the cartridge with the name of the formulator and the lots or batch numbers 14 for both Component A and Component B, the date of packaging, expiration date, and the 15 quantity contained in ounces or milliliters. 16 17 Section 9-28, Signing Materials and Fabrication 18 April 2, 2018 19 9-28.10 Vacant 20 This section, including title, is revised to read: 21 22 9-28.10 Digital Printing 23 Transparent and opaque durable inks used in digital printed sign messages shall be as 24 recommended by the manufacturer. When properly applied, digital printed colors shall 25 have a warranty life of the base retroreflective sign sheeting. Digital applied colors shall 26 present a smooth surface, free from foreign material, and all messages and borders shall 27 be clear and sharp. Digital printed signs shall conform to 70% of the retroreflective 28 minimum values established for its type and color. Digitally printed signs shall meet the 29 daytime color and luminance, and nighttime color requirements of ASTM D 4956. No 30 variations in color or overlapping of colors will be permitted. Digital printed permanent 31 traffic signs shall have an integrated engineered match component clear protective 32 overlay recommended by the sheeting manufacturer applied to the entire face of the sign. 33 On Temporary construction/maintenance signs printed with black ink only, the protective 34 overlay film is optional, as long as the finished sign has a warranty of a minimum of three 35 years from sign sheeting manufacturer. 36 37 All digital printed traffic control signs shall be an integrated engineered match component 38 system. The integrated engineered match component system shall consist of 39 retroreflective sheeting, durable ink(s), and clear overlay film all from the same 40 manufacturer applied to aluminum substrate conforming to Section 9-28.8. 41 42 The sign fabricator shall use an approved integrated engineered match component 43 system as listed on the Qualified Products List (QPL). Each approved digital printer shall 44 only use the compatible retroreflective sign sheeting manufacturer's engineered match 45 component system products. 46 47 Each retroreflective sign sheeting manufacturer/integrated engineered match component 48 system listed on the QPL shall certify a department approved sign fabricator is approved 49 to operate their compatible digital printer. The sign fabricator shall re -certify annually with 50 the retroreflective sign manufacturer to ensure their digital printer is still meeting WDA 55 manufacturer's specifications for traffic control signs. Documentation of each re- certification shall be submitted to the QPL Engineer annually. 4 9-28.11 Hardware 5 The last paragraph is revised to read: 6 7 All steel parts shall be galvanized in accordance with AASHTO M111. Steel bolts and 8 related connecting hardware shall be galvanized in accordance with ASTM F 2329. 10 9-28.14(2) Steel Structures and Posts 11 The first sentence of the third paragraph is revised to read: 12 13 Anchor rods for sign bridge and cantilever sign structure foundations shall conform to 14 Section 9-06.5(4), including Supplemental Requirement S4 tested at -20°F. 15 16 In the second sentence of the fourth paragraph, "AASHTO M232" is revised to read "ASTM F 17 2329". 18 19 The first sentence of the fifth paragraph is revised to read: 20 21 Except as otherwise noted, steel used for sign structures and posts shall have a controlled 22 silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. 23 24 The last sentence of the last paragraph is revised to read: 25 26 If such modifications are contemplated, the Contractor shall submit a Type 2 Working 27 Drawing of the proposed modifications. 28 29 Section 9-29, Illumination, Signal, Electrical 30 August 6, 2018 31 9-29.1 Conduit, Innerduct, and Outerduct 32 This section is supplemented with the following new subsection: 33 34 9-29.1(10) Pull Tape 35 Pull tape shall be pre -lubricated polyester pulling tape. The pull tape shall have a 36 minimum width of Yz-inch and a minimum tensile strength of 500 pounds. Pull tape may 37 have measurement marks. 38 39 9-29.2(1) Junction Boxes 40 The first paragraph is revised to read: 41 42 For the purposes of this Specification concrete is defined as portland cement or blended 43 hydraulic cement concrete and non -concrete is all others. 44 45 9-29.2(1)A2 Non -Concrete Junction Boxes 46 The first paragraph is revised to read: 47 48 Material for the non -concrete junction boxes shall be of a quality that will provide for a 49 similar life expectancy as portland cement or blended hydraulic cement concrete in a 50 direct burial application. WDA 56 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 9-29.2(2)A Standard Duty Cable Vaults and Pull Boxes In the table in the last paragraph, the fourth, fifth and sixth rows are revised to read: Slip Resistant Lid ASTM A36 steel Frame ASTM A36 steel Slip Resistant Frame ASTM A36 steel 9-29.6 Light and Signal Standards In the first sentence of the third paragraph, 'AASHTO M232" is revised to read "ASTM F 2329". Item number 2 of the last paragraph is revised to read: 2. The steel light and signal standard fabricator's shop drawing submittal, including supporting design calculations, submitted as a Type 2E Working Drawing in accordance with Section 8-20.2(1) and the Special Provisions. 9-29.6(1) Steel Light and Signal Standards In the second paragraph, "AASHTO M232" is revised to read "ASTM F 2329". The first sentence of the last paragraph is revised to read: Steel used for light and signal standards shall have a controlled silicon content of either 0.00 to 0.06 percent or 0.15 to 0.25 percent. 9-29.6(5) Foundation Hardware In the last paragraph, "AASHTO M232" is revised to read "ASTM F 2329" 9-29.10(1) Conventional Roadway Luminaires This section is revised to read: All conventional roadway luminaires shall meet 3G vibration requirements as described in ANSI C136.31. All luminaires shall have housings fabricated from aluminum. The housing shall be painted flat gray, SAE AMS Standard 595 color chip No. 26280, unless otherwise specified in the Contract. Painted housings shall withstand a 1,000 hour salt spray test as specified in ASTM 6117. Each housing shall include a four bolt slip -fitter mount capable of accepting a nominal 2" tenon and adjustable within +/- 5 degrees of the axis of the tenon. The clamping bracket(s) and the cap screws shall not bottom out on the housing bosses when adjusted within the +/- 5 degree range. No part of the slipfitter mounting brackets on the luminaires shall develop a permanent set in excess of 0.2 inch when the cap screws used for mounting are tightened to a torque of 32 foot-pounds. Each luminaire shall include leveling reference points for both transverse and longitudinal adjustment. All luminaires shall include shorting caps when shipped. The caps shall be removed and provided to the Contracting Agency when an alternate control device is required to be installed in the photocell socket. House side shields shall be included when required by the Contract. Order codes shall be modified to the minimum extent necessary to include the option for house side shields. WDA 57 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 This section is supplemented with the following new subsections: 9-29.10(1)A High Pressure Sodium (HPS) Conventional Roadway Luminaires HPS conventional roadway luminaires shall meet the following requirements: 1. General shape shall be "cobrahead" style, with flat glass lens and full cutoff optics. 2. Light pattern distribution shall be IES Type III. 3. The reflector of all luminaires shall be of a snap -in design or secured with screws. The reflector shall be polished aluminum or prismatic borosilicate glass. 4. Flat lenses shall be formed from heat resistant, high -impact, molded borosilicate or tempered glass. 5. The lens shall be mounted in a doorframe assembly, which shall be hinged to the luminaire and secured in the closed position to the luminaire by means of an automatic latch. The lens and doorframe assembly, when closed, shall exert pressure against a gasket seat. The lens shall not allow any light output above 90 degrees nadir. Gaskets shall be composed of material capable of withstanding the temperatures involved and shall be securely held in place. 6. The ballast shall be mounted on a separate exterior door, which shall be hinged to the luminaire and secured in the closed position to the luminaire housing by means of an automatic type of latch (a combination hex/slot stainless steel screw fastener may supplement the automatic -type latch). 7. Each luminaire shall be capable of accepting a 150, 200, 250, 310, or 400 watt lamp complete and associated ballast. Lamps shall mount horizontally. 9-29.10(1)6 Light Emitting Diode (LED) Conventional Roadway Luminaires LED Conventional Roadway Luminaires are divided into classes based on their equivalent High Pressure Sodium (HPS) luminaires. Current classes are 200W, 250W, 310W, and 400W. LED luminaires are required to be pre -approved in order to verify their photometric output. To be considered for pre -approval, LED luminaires must meet the requirements of this section. LED luminaires shall include a removable access door, with tool -less entry, for access to electronic components and the terminal block. The access door shall be removable, but include positive retention such that it can hang freely without disconnecting from the luminaire housing. LED drivers may be mounted either to the interior of the luminaire housing or to the removable door itself. LED drivers shall be removable for user replacement. All internal modular components shall be connected by means of mechanical plug and socket type quick disconnects. Wire nuts may not be used for any purpose. All external electrical connections to the luminaire shall be made through the terminal block. WDA 58 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 LED luminaires shall include a 7 -pin NEMA photocell receptacle. The LED driver(s) shall be dimmable from ten volts to zero volts. LED output shall have a Correlated Color Temperature (CCT) of 4000K nominal (4000-4300K) and a Color Rendering Index (CRI) of 70 or greater. LED output shall be a minimum of 85% at 75,000 hours at 25 degrees Celsius. LED luminaires shall be available for 120V, 240V, and 480V supply voltages. Voltages refer to the supply voltages to the luminaires present in the field. LED power usage shall not exceed the following maximum values for the applicable wattage class: Class Max. Wattage 200W 110W 250W 165W 310W 210W 400W 275W Only one brand of LED conventional roadway luminaire may be used on a Contract. They do not necessarily have to be the same brand as any high -mast, underdeck, or wall -mount luminaires when those types of luminaires are specified in the Contract. LED luminaires shall include a standard 10 year manufacturer warranty. The list of pre -approved LED Conventional Roadway Luminaires is available at http://www.wsdot.wa.gov/DesignfTraffic/ledluminaires.htm. 9-29.10(2) Decorative Luminaires This section, including title, is revised to read: 9-29.10(2) Vacant 9-29.12 Electrical Splice Materials This section is supplemented with the following new subsections: 9-29.12(3) Splice Enclosures 9-29.12(3)A Heat Shrink Splice Enclosure Heat shrink splice enclosures shall be medium or heavy wall cross-linked polyolefin, meeting the requirements of AMS-DTL-23053/15, with thermoplastic adhesive sealant. Heat shrink splices used for "wye" connections require rubber electrical mastic tape. 9-29.12(3)B Molded Splice Enclosure Molded splice enclosures shall use epoxy resin in a clear rigid plastic mold. The material used shall be compatible with the insulation material of the insulated conductor or cable. The component materials of the resin insulation shall be packaged ready for convenient mixing without removing from the package. 9-29.12(4) Re -Enterable Splice Enclosure Re -enterable splice enclosures shall use either dielectric grease or a flexible resin contained in a two-piece plastic mold. The mold shall either snap together or use stainless steel hose clamps. WDA 59 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9-29.12(5) Vinyl Electrical Tape for Splices Vinyl electrical tape in splicing applications shall meet the requirements of MIL -1-24391 C. 9-29.12(1) Illumination Circuit Splices This section is revised to read: Underground illumination circuit splices shall be solderless crimped connections capable of securely joining the wires, both mechanically and electrically, as defined in Section 8- 20.3(8). Aerial illumination splices shall be solderless crimp connectors or split bolt vice - type connectors. 9-29.12(1)A Heat Shrink Splice Enclosure This section is deleted in its entirety. 9-29.12(1)B Molded Splice Enclosure This section is deleted in its entirety. 9-29.12(2) Traffic Signal Splice Material This section is revised to read: Induction loop splices and magnetometer splices shall use an uninsulated barrel -type crimped connector capable of being soldered. 9-29.16(2)E Painting Signal Heads In the first sentence, "Federal Standard 595' is revised to read "SAE AMS Standard 595". 9-29.17 Signal Head Mounting Brackets and Fittings In the first paragraph, item number 2 under Stainless Steel is revised to read: 2. Bands or cables for Type N mount. 9-29.20 Pedestrian Signals In item 2C of the second paragraph, "Federal Standard 595' is revised to read "SAE AMS Standard 595'. 9-29.24 Service Cabinets The third sentence of item number 6 is revised to read: The dead front cover shall have cutouts for the entire breaker array, with blank covers where no circuit breakers are installed. Item number 8 is revised to read: 8. Lighting contactors shall meet the requirements of Section 9-29.24(2). The last sentence of item number 10 is revised to read: Dead front panels shall prevent access to any exposed, live components, and shall cover all equipment except for circuit breakers (including blank covers), the photocell test/bypass switch, and the GFCI receptacle. ❑,�nz[s; 1 9-29.24(2) Electrical Circuit Breakers and Contactors 2 This section is revised to read: 3 All circuit breakers shall be bolt -on type, with the RMS -symmetrical interrupting capacity described in this Section. Circuit breakers for 120/240/277 volt circuits shall be rated at 240 or 277 volts, as applicable, with an interrupting capacity of not less than 10,000 amperes. Circuit breakers for 480 volt circuits shall be rated at 480 volts, and shall have an interrupting capacity of not less than 14,000 amperes. 10 Lighting contactors shall be rated for tungsten or ballasted (such as sodium vapor, 11 mercury vapor, metal halide, and fluorescent) lamp loads. Contactors for 120/240/277 volt 12 circuits shall be rated at 240 volts maximum line to line voltage, or 277 volts maximum 13 line to neutral voltage, as applicable. Contactors for 480 volt circuits shall be rated at 480 14 volt maximum line to line voltage. 15 16 Section 9-33, Construction Geosynthetic 17 August 6, 2018 18 9-33.4(1) Geosynthetic Material Approval 19 The second sentence of the first paragraph is revised to read: 20 21 If the geosynthetics material is not listed in the current WSDOT QPL, a Manufacturer's 22 Certificate of Compliance including Certified Test Reports of each proposed geosynthetic 23 shall be submitted to the State Materials Laboratory in Tumwater for evaluation. 24 25 The last paragraph is revised to read: 26 27 Geosynthetics used as reinforcement in permanent geosynthetic retaining walls, 28 reinforced slopes, reinforced embankments, and other geosynthetic reinforcement 29 applications require proof of compliance with the National Transportation Product 30 Evaluation Program (NTPEP) in accordance with AASHTO Standard Practice R 69, 31 Standard Practice for Determination of Long -Term Strength for Geosynthetic 32 Reinforcement. 33 34 Section 9-34, Pavement Marking Material 35 January 2, 2018 36 9-34.2(2) Color 37 Each reference to "Federal Standard 595" is revised to read "SAE AMS Standard 595". 38 39 9-34.2(5) Low VOC Waterborne Paint 40 The heading "Standard Waterborne Paint" is supplemented with "Type 1 and 2". 41 42 The heading "High -Build Waterborne Paint" is supplemented with "Type 4". 43 44 The heading "Cold Weather Waterborne Paint" is supplemented with "Type 5". 45 46 In the row beginning with "° @900F", each minimum value is revised to read "60". 47 48 In the row beginning with "Fineness of Grind, (Hegman Scale)", each minimum value is revised 49 to read "T'. 50 WDA 61 1 2 The last four rows are replaced with the following: Vehicle ASTM D 100% acrylic 100% cross- 100% acrylic Composition 2621 emulsion linking acryliC4 emulsion Freeze -Thaw ASTM D @ 5 cycles show @ 5 cycles show @ 3 cycles show Stability, KU 2243 and no coagulation or no coagulation or no coagulation or 100% acrylic emulsion D 562 change in change in change in 2,70% paint retention in wheel track No Cracks viscosity greater viscosity greater viscosity greater than t 10 KU than t 10 KU than t 10 KU Heat Stability ASTM D t 10 KU from the t 10 KU from the t 10 KU from the 5622 initial viscosity initial viscosit initial Viscosity Low ASTM D No Cracks* No Cracks Temperature 28053 Film Formation Cold Flexibility5 ASTM Pass at 0.5 in D522 mandrel* Test Deck ASTM 2,70% paint Durability6 D913 retention in wheel track* - Mud Cracking (See note No Cracks No Cracks 7) After the preceding Amendments are applied, the following new column is inserted after the "Standard Waterborne Paint Type 1 and 2" column: Semi -Durable Waterborne Paint Type 3 White I Yellow Min. Max. I Min. Max. Within t 0.3 of qualification sample 80 95 80 95 60 60 77 77 65 65 43 43 1.25 1.25 3 3 0.98 0.96 88 50 100° 100° 9.5 9.5 10 10 100% acrylic emulsion @ 5 cycles show no coagulation or change in viscosity greater than t 10 KU t 10 KU from the initial viscosity No Cracks Pass at 0.25 in mandrel 2,70% paint retention in wheel track No Cracks The footnotes are supplemented with the following: WDA 62 Q i 2 'Cross-linking acrylic shall meet the requirements of federal specification TT -P -1952F 3 Section 3.1.1. 4 5 'Cold Flexibility: The paint shall be applied to an aluminum panel at a wet film thickness 6 of 15 mils and allowed to dry under ambient conditions (50±10% RH and 72±5 °F) for 24 7 hours. A cylindrical mandrel apparatus (in accordance with ASTM D522 method B) shall 8 be put in a 40°F refrigerator when the paint is drawn down. After 24 hours, the aluminum 9 panel with dry paint shall be put in the 40°F refrigerator with the mandrel apparatus for 2 10 hours. After 2 hours, the panel and test apparatus shall be removed and immediately 11 tested to according to ASTM D522 to evaluate cold flexibility. Paint must show no 12 evidence of cracking, chipping or flaking when bent 180 degrees over a mandrel bar of 13 specified diameter. 14 15 6NTPEP test deck, or a test deck conforming to ASTM D713, shall be conducted for a 16 minimum of six months with the following additional requirements: it shall be applied at 17 15 wet mils to a test deck that is located at 40N latitude or higher with at least 10,000 ADT 18 and which was applied during the months of September through November. 19 20 'Paint is applied to an approximately 4"x12" aluminum panel using a drawdown bar with 21 a 50 mil gap. The coated panel is allowed to dry under ambient conditions (50±10% RH 22 and 72±5 °F) for 24 hours. Visual evaluation of the dry film shall reveal no cracks. 23 24 9-34.3 Plastic 25 In the first sentence of the last paragraph, "Federal Standard 595' is revised to read "SAE 26 AMS Standard 595'. 27 28 9-34.3(2) Type B — Pre -Formed Fused Thermoplastic 29 In the last two paragraphs, each reference to "Federal Standard 595' is revised to read "SAE 30 AMS Standard 595'. 31 32 9-34.7(1) Requirements 33 The first paragraph is revised to read: 34 35 Field performance evaluation is required for low VOC solvent -based paint per Section 9- 36 34.2(4), Type A — liquid hot applied thermoplastic per Section 9-34.3(1), Type B — 37 preformed fused thermoplastic per Section 9-34.3(2), Type C — cold applied preformed 38 tape per Section 9-34.3(3), and Type D — liquid applied methyl methacrylate per Section 39 9-34.3(4). 40 41 The last paragraph is deleted. 42 43 9-34.7(1)C Auto No -Track Time 44 The first paragraph is revised to read: 45 46 Auto No -Track Time will only be required for low VOC solvent -based paint in accordance 47 with Section 9-34.2(4). 48 49 The second and third sentences of the second paragraph are deleted. 50 WDA 63 u APPENDIX `D' Geotechnical Site Investigation Report Chapel Hill Extension LID Northern. Inc. Consulting Engineers Environmental Scientists Geologists CS Construction Materials Testing Geophysical Services GEOTECHNICAL SITE INVESTIGATION REPORT CHAPEL HILL BOULEVARD EXTENSION ROAD 84 TO ROAD 68 PASCO, WASHINGTON GNN PROJECT NO. 218-1004 OCTOBER 2018 Prepared for JF ENGINEERING, PLLC 5220 S. AUBURN PLACE KENNEWICK, WA 99337 Prepared by GN NORTHERN, INC. CONSULTING GEOTECHNICAL ENGINEERS KENNEWICK, WASHINGTON (509)734-9320 (%Northern,Iw- At GNNorthern our mission is to serve our clients in the most efficient, cost effective way using the best resources and tools available while maintaining professionalism on every level. Our philosophy is to satisfy our clients through hard work, dedication and extraordinary efforts from all of our valued employees working as an extension of the design and construction team. Northern, Ire.. October 8, 2018 JF Engineering, PLLC 5220 S. Auburn Place Kennewick, WA 99337 Attention: John Fetterolf, PE Subject: Geotechnical Site Investigation Report Chapel Hill Boulevard Extension Road 84 to Road 68 Pasco, Washington GNN Project No. 218-1004 Dear Mr. Fetterolf, As requested, GN Northern (GNN) has completed a geotechnical site investigation for the proposed Chapel Hill Boulevard extension between Road 84 and Road 68 in the City of Pasco, Washington. Based on the findings of our subsurface study, we conclude that the site is suitable for the proposed construction provided that our geotechnical recommendations presented in this report are followed during the design and construction phases of the project. This report describes in detail the results of our investigation, summarizes our findings and presents our recommendations regarding earthwork, and the design and construction of the proposed roadway pavement section and stormwater management facilities. It is important that GNN be retained to provide engineering consultation during the design, and field geotechnical monitoring and compaction testing services during earthwork to ensure proper implementation of the geotechnical recommendations. If you have any questions regarding this report, please contact us at 509-734-9320. Respectfully submitted, GN Northern, Inc. It Karl A. Harmon, LEG, PE Senior Geologist/Engineer Chapel Hill Boulevard Extension Road 84 to Road 68, Pasco, WA M. Yousuf Memon, PE Geotechnical Engineer OF 55606 Exp: 7-15-2018 GNN Project No.: 218-1004 October 8, 2018 TABLE OF CONTENTS Northern, Inc. Page No. 1.0 PURPOSE AND SCOPE OF SERVICES..............................................................................................................1 2.0 PROJECT DESCRIPTION.....................................................................................................................................1 3.0 FIELD EXPLORATION & TESTING...................................................................................................................2 4.0 LABORATORY TESTING.....................................................................................................................................3 5.0 SITE CONDITIONS................................................................................................................................................3 5.1 REGIONAL GEOLOGY..........................................................................................................................................................4 6.0 SUBSURFACE CONDITIONS...............................................................................................................................4 6.1 NRCS SOIL SURVEY 6.2 GROUNDWATER........ 7.0 SOIL INFILTRATION TESTING.........................................................................................................................5 8.0 RECOMMENDATIONS FOR ROADWAY PAVEMENT SECTION...............................................................6 9.0 GENERAL EARTHWORK CONSIDERATIONS...............................................................................................7 9.1 TEMPORARY EXCAVATIONS.............................................................................................................................................7 9.2 UTILITY EXCAVATION, PIPE BEDDING AND TRENCH BACKFILL..........................................................................8 10.0 CONTINUING GEOTECHNICAL SERVICES..................................................................................................9 11.0 LIMITATIONS OF THE GEOTECHNICAL SITE INVESTIGATION REPORT.....................................10 APPENDICES APPENDIX I - VICINITY MAP (FIGURE 1), SITE EXPLORATION MAP (FIGURE 2) APPENDIX II - EXPLORATORY TEST -PIT LOGS, KEY CHART (FOR SOIL CLASSIFICATION) APPENDIX III -LABORATORY TESTING RESULTS APPENDIX IV - SITE & EXPLORATION PHOTOGRAPHS APPENDIX V -NRCS SOIL SURVEY APPENDIX VI - WASHINGTON DEPARTMENT OF ECOLOGY WELL LOGS APPENDIX VII - CITY OF PASCO - TYPICAL STREET SECTION Chapel Hill Boulevard Extension ii GNN Project No.: 218-1004 Road 84 to Road 68, Pasco, WA October 8, 2018 Northern, Inc 1.0 PURPOSE AND SCOPE OF SERVICES This report has been prepared for the proposed Chapel Hill Boulevard extension between Road 84 and Road 68 in the City of Pasco, Washington site location is shown on the Vicinity Map (Figure 1, Appendix I). Our investigation was conducted to collect information regarding subsurface conditions and present geotechnical recommendations for appropriate design and construction of the proposed roadway section and related stormwater management facilities. GN Northern, Inc. has prepared this report for use by the client and their design consultants in the design of the proposed development. Do not use or rely upon this report for other locations or purposes without the written consent of GN Northern, Inc. Our study was conducted in general accordance with our Proposal for Geotechnical Services dated December 19, 2017, along with our understanding of the proposed project based on communications with JF Engineering. Notice to proceed was provided on September 10, 2018 by Mr. Fetterolf in the form of a signed copy of the proposal. A Scoping Exhibit prepared by JF Engineering (dated December 18, 2017), showing the proposed roadway alignment along with locations of proposed geotechnical exploration, was provided for our use. Field exploration, consisting of nine (9) test -pits and four (4) infiltration tests, was completed on September 26, 2018. The exploratory test -pit and infiltration test locations are shown on the Site Exploration Map (Figure 2, Appendix I). Detailed test -pit logs are presented in Appendix II, and results of our laboratory testing are presented in Appendix IV. This report has been prepared to summarize the data obtained during this study, present the results of our infiltration testing, and provide recommendations for earthwork related to the design and construction of the proposed project pavement. Design parameters and a discussion of the geotechnical engineering considerations related to construction are included in this report. 2.0 PROJECT DESCRIPTION The project is comprised of a new --1.2-mile extension of Chapel Hill Boulevard, extending from Road 84 at the west end to Road 64 towards the east end. The Franklin County Assessor's online Base Map identifies the future Chapel Hill Boulevard extension as a `major arterial'. Similar to the existing Chapel Hill Boulevard, the new extension will include two-lane asphalt paved roadway in Chapel Hill Boulevard Extension 1 GNN Project No.: 218-1004 Road 84 to Road 68, Pasco, WA October 8, 2018 Northern, Ira either direction with a two-way left turn center lane, along with an associated 100 -foot wide easement. The new roadway will also include a round -a -bout intersection to provide access to the future extension of Road 76. 3.0 FIELD EXPLORATION & TESTING Our field exploration was completed on September 26, 2018. A local public utility clearance was obtained prior to the field exploration. Nine (9) exploratory test -pits were completed at locations provided by JF Engineering to depths ranging from approximately 2 to 9.5 feet below existing ground surface (BGS) and logged by a GNN field engineer. Test -holes were excavated by Big D's Construction using a Link -Belt 160 excavator, or hand -digging tools where excavator access was restricted. Additionally, infiltration tests were performed at four (4) locations suggested by JF Engineering. Upon completion, all excavations were loosely backfilled with excavation spoils. Test -pit and infiltration test locations are shown on Site Exploration Map (Figure 2, Appendix I). The following table summarizes our exploration: Tnhle 1 c Snmmary of )t.Rnloratlon Test -Pit Infiltration Test Approximate Location GPS Coordinates Max. Depth Explored feet BGS TP -1 P-1 46°16'10.06"N, 119°11'58.55"W 9.5 TP -2 46°16'5.59"N, 119°11'44.20"W 5 TP -3 P-2 46°162.82'N, 119°11'35.68"W 9 TP -4 - 46°15'57.11"N, 119°11'32.59"W 5.5 TP -5 46°15'50.45"N, 119°11'30.61"W 2 TP -6 P-3 46°15'50.06"N, 119°11'23.89"W 9.5 TP -7 - 46°15'47.27"N, 119°11'19.41"W 2 TP -8 - 46015'41.44"N, 119011'8.71"W 2.25 TP -9 P-4 46°15'40.47"N, 119°10'55.08"W 9 We also performed Dynamic Cone Penetrometer (DCP) testing near test -pit locations to estimate the in-situ strength of the native subgrade soils. The DCP (Kessler K-100) consists of two 5/8 -inch diameter shafts coupled near midpoint. The lower shaft contains an anvil and a pointed tip which is driven into the soil by dropping a 17.6-1b sliding hammer, from a distance of 22.6 inches, contained on the upper shaft on the anvil. The underlying soil strength is assessed by measuring Chapel Hill Boulevard Extension 2 GNN Project No.: 218-1004 Road 84 to Road 68, Pasco, WA October 8, 2018 Northern, Inc the penetration of the lower shaft into the soil after each hammer drop. This value is recorded in millimeter per blow and is known as the DCP index (DCPI) or penetration rate (PR). The soils observed during our field exploration were classified according to the Unified Soil Classification System (USCS), utilizing the field classification procedures as outlined in ASTM D2488. A copy of the USCS Classification Chart is included in Appendix II. Photographs of the site and exploration are presented in Appendix IV. Depths referred to in this report are relative to the existing ground surface elevation at the time of our investigation. The surface and subsurface conditions described in this report are as observed at the time of our field investigation. 4.0 LABORATORY TESTING Representative samples of the exposed soils obtained from the test -pits were selected for testing to determine the index properties of the subsurface soils in general accordance with ASTM procedures. The following laboratory tests were performed: Table 2: Laboratory Tests Performed Test To determine Particle Size Distribution Soil classification based on proportion of ASTM D6913 sand, silt, and clay -sized particles Natural Moisture Content Soil moisture content indicative of in-situ ASTM D2216 condition at the time samples were taken Results of the laboratory test are included on the test -pit logs and are also presented in graphic form in Appendix III attached to the end of the report. 5.0 SITE CONDITIONS The proposed roadway alignment is situated in the NW & SE '/4 of Section 16, Township 9 North and Range 29 East, Willamette Meridian. The roadway alignment currently includes a variety of surface conditions. At the time our site visit, the western ^'/z -mile of the road alignment had been rough graded to the subgrade elevation, while the majority of the remaining alignment traverses through existing center -pivot irrigated alfalfa crop fields. A new residential subdivision (Riverhawk Subdivision) was under construction along the south side of the roadway, near the west end. A known buried natural gas pipeline (Williams Pipeline) crosses the project alignment Chapel Hill Boulevard Extension 3 GNN Project No.: 218-1004 Road 84 to Road 68, Pasco, WA October 8, 2018 Northern, Inc NMF near the east end. Based on Google Earth topography, surface elevations along the proposed roadway alignment range from ±450' to ±478'. 5.1 Regional Geology The site is located in the Tri -Cities area of the Yakima Fold Belt region of the Columbia Basin Plateau. The subsurface stratigraphy of the region is comprised of a thick series of folded, Miocene -age flood basalt lava flows and interbedded sediments (collectively known as the Columbia River Basalt Group [CRBG]) overlain by unconsolidated deposits of late Miocene to recent age. In the Tri -Cities area, the uppermost layers of the CRBG are fractured basalt bedrock. Regionally, the top surface of the local basalt is known to slope to the east toward the Columbia River, although local variations exist in the area. Based on the Geologic Map of the Richland 1:100,000 Quadrangle, Washington (Reidel, 1994), the site is mapped as Quaternary outburst flood deposits, gravel [Qfg(4)] of glacial Lake Missoula. The local bedrock in the area is comprised of the Miocene age Saddle Mountains Basalt of the CRBG. 6.0 SUBSURFACE CONDITIONS Based on the findings of our field exploration, soils along the project alignment consist predominantly of sand. In general, fine-grained Silty Sand (SM) overlying fine- to coarse-grained Poorly Graded Sand (SP), with some Sand with Silt (SP -SM) at the transition, prevails across the majority of the site. The upper silty sands were typically absent in the western portion of the rough -graded alignment, likely due to removal of the upper few feet of soil. Where encountered, the silty sand extended to depths as great as approximately 5 to 5.5 feet BGS. Test -pit logs in Appendix II show detailed descriptions and stratification of the soils encountered. 6.1 NRCS Soil Survey The soil survey map of the area prepared by the Natural Resources Conservation Service (MRCS) identifies site soils as Quincy loamy fine sand, Timmerman fine sandy loam, and Quincy - Timmerman complex with parent materials described as mixed eolian sands and glacial outwash and alluvium mixed with loess in the upper part. The typical soil profile for this unit is described as loamy fine sand or fine sandy loam atop fine sand and loamy coarse sand. According to the NRCS map (Soil Survey, Appendix V), these units generally consist of excessively drained to somewhat excessively drained materials. Chapel Hill Boulevard Extension 4 GNN Project No.: 218-1004 Road 84 to Road 68, Pasco, WA October 8, 2018 ATIfflNorthern, Inc 6.2 Groundwater Groundwater was not encountered to a maximum depth of approximately 9.5 feet BGS within the test -pits. To further assist in our evaluation, we reviewed the Washington Department of Ecology Well Log database of nearby well logs (see Appendix VI) to estimate groundwater levels in the vicinity. Based on our review of available well logs, we believe groundwater along the project alignment to be greater than 50 feet BGS. Groundwater levels will fluctuate with precipitation, irrigation, drainage, and regional pumping from wells. Groundwater will not be a factor in design and construction along the project alignment. 7.0 SOIL INFILTRATION TESTING Soil infiltration testing was performed using a single ring infiltrometer consisting of a 10 -inch diameter steel pipe driven into the ground. The area around the pipe was backfilled using native soils. After an initial pre-soak period, a constant water level was maintained in the ring with the use of a float valve and timed intervals of the water demand volumes were recorded. Continuous readings of the infiltration rates of water volumes required to maintain the constant head were recorded until a relatively constant rate was achieved, and the average infiltration rate was recorded. The test results are indicative of the infiltration characteristics of the subsurface soils encountered at the test depth. Infiltration testing locations are shown on Figure 2 (Appendix I), and the results are as follows: Table 3: Infiltration Test Results Test ED Test Depth feet BGS Soil Tested Field Infiltration Rate P-1 4.5 Poorly graded Sand (SP) >20 inches/hour P-2 4 Poorly graded Sand (SP) >20 inches/hour P-3 4.5 Poorly graded Sand (SP) >20 inches/hour P-4 4 Sand with Silt (SP -SM) 12.8 inches/hour The infiltration rate presented herein represent the un -factored field soil infiltration rates. An appropriate factor of safety should be applied to the field infiltration rate to determine long-term design infiltration rate. Determination of safety factors for long -tern design infiltration should consider the following: pretreatment, potential for bio -fouling, system maintainability, horizontal and vertical variability of soils, and type of infiltration testing. Typical factors of safety for these soils generally range from 2 to 3. Chapel Hill Boulevard Extension 5 GNN Project No.: 218-1004 Road 84 to Road 68, Pasco, WA October 8, 2018 Northern, Inc. 8.0 RECOMMENDATIONS FOR ROADWAY PAVEMENT SECTION The following recommendations are based on our current understanding of the proposed project. Please note that soil design parameters and recommendations presented in this Design -Level report are predicated upon appropriate geotechnical monitoring and testing of the subgrade preparation and pavement construction by a representative of GNN's Geotechnical -Engineer -of - Record (GER). Any deviation and nonconformity from this requirement may invalidate, partially or in whole, the following recommendations. The pavement subgrade soils are expected to consist of the native sandy soils. California Bearing Ratio (CBR) strength values were estimated using the DCPI/PR of the roadbed soils using an empirical correlation developed by the U.S. Army Corps of Engineers (USACE) (Webster, Gran and Williams, 1992). For design considerations, we have selected a CBR value of 8%, which correlates to a resilient subgrade modulus (MR) of approximately 12,000 psi. Pavement analyses are based on 1993 AASHTO Guide for Design of Pavement Structures. In our opinion, the City of Pasco Public Works Department Engineering Division's Typical Sheet Sections- Primary Arterial pavement section detail (see Appendix VII), as outlined in the following table, is applicable for the new roadway: Tnhle 4- Recommended Pavement Section Hot Mix Asphalt 3 inches* Crushed Surfacing Top Course (CSTC) 2 inches Crushed Surfacing Base Course (CSBC) 8 inches Roadbed Subgrade Compacted to min. 95% * increase to 4 inches if roadway designated as `truck route' Soils containing roots or organic materials shall be completely removed from the proposed pavement areas prior to subgrade preparation. The exposed native subgrade shall be scarified, moisture -conditioned and compacted to minimum 95% of the maximum dry density per ASTM D1557, for a minimum depth of 12 inches. The finished surface shall be smooth, uniform and free of localized weak and soft spots. All fills used to raise low areas must be compacted native soils or structural gravel fill and shall be placed under engineering control conditions. All subgrade deficiency corrections and drainage provisions shall be made prior to constructing the aggregate base course. All underground utilities shall be protected prior to grading. Chapel Hill Boulevard Extension 6 GNN Project No.: 218-1004 Road 84 to Road 68, Pasco, WA October 8, 2018 Northern, Inc. The HMAC utilized for the project should be designed and produced in accordance with Section 5- 04 Hot Mix Asphalt of the Washington Department of Transportation 2014 Standard Specifications for Road and Bridge Construction (WSDOT Specifications). Aggregate Top Course and Base Course materials shall comply with Section 9-03.9(3) Crushed Surfacing of the WSDOT Specifications. Aggregate base or pavement materials should not be placed when the surface is wet or frozen. Pavement design recommendations assume proper drainage and are based on AASHTO Design parameters for a 20 year design period. However, continual flexible maintenance along with major rehabilitation after about 8 to 10 years may be expected to obtain a 20 -year service life. 9.0 GENERAL EARTHWORK CONSIDERATIONS 9.1 Temporary Excavations It shall be the responsibility of the contractor to maintain safe temporary slope configurations since the contractor is at the job site, able to observe the nature and conditions of the slopes and be able to monitor the subsurface conditions encountered. The native cohesionless sandy soils are prone to significant caving and sloughing. Unsupported vertical cuts deeper than 4 feet are not recommended if worker access is necessary. The cuts shall be adequately sloped, shored or supported to prevent injury to personnel from caving and sloughing. The contractor and subcontractors shall be aware of and familiar with applicable local, state and federal safety regulation including the current OSHA Excavation and Trench Safety Standards, and OSHA Health and Safety Standards for Excavations, 29 CFR Part 1929, or successor regulations. According to chapter 296-155 of the Washington Administrative Code (WAC), it is our opinion that the soil encountered at the site is classified as Type C soils. We recommend that temporary, unsupported, open cut slopes shall be no steeper than 1.5 feet horizontal to 1.0 feet vertical (1.5H:1 V) in Type C soils. No heavy equipment should be allowed near the top of temporary cut slopes unless the cut slopes are adequately braced. Where unstable soils are encountered, flatter slopes may be required. Chapel Hill Boulevard Extension 7 GNN Project No.: 218-1004 Road 84 to Road 68, Pasco, WA October 8, 2018 Northern, Ina 9.2 Utility Excavation, Pipe Bedding and Trench Backfill To provide suitable support and bedding for the pipe, we recommend the utilities be founded on suitable bedding material consisting of clean sand and/or sand & gravel mixture. To minimize trench subgrade disturbance during excavation, the excavator should use a smooth-edged bucket rather than a toothed bucket. Pipe bedding should provide a firm uniform cradle for support of the pipes. A minimum 4 -inch thickness of bedding material beneath the pipe should be provided. Prior to installation of the pipe, the pipe bedding should be shaped to fit the lower part of the pipe exterior with reasonable closeness to provide uniform support along the pipe. Pipe bedding material should be used as pipe zone backfill and placed in layers and tamped around the pipes to obtain complete contact. To protect the pipe, bedding material should extend at least 6 inches above the top of the pipe. Placement of bedding material is particularly critical where maintenance of precise grades is essential. Backfill placed within the first 12 inches above utility lines should be compacted to at least 90% of the maximum dry density (ASTM D1557), such that the utility lines are not damaged during backfill placement and compaction. In addition, rock fragments greater than I inch in maximum dimension should be excluded from this first lift. The remainder of the utility excavations should be backfilled and compacted to 95% of the maximum dry density as determined by ASTM D1557. Compaction of backfill material should be accomplished with soils within f2% of their optimum moisture content to achieve the minimum specified compaction levels recommended in this report. However, initial lift thickness could be increased to levels recommended by the manufacturer to protect utilities from damage by compacting equipment. Onsite soils are considered suitable for utility trench backfill provided they are free of oversize material and can be adequately compacted. All excavations should be wide enough to allow for compaction around the haunches of pipes and underground tanks. We recommend that utility trenching, installation, and backfilling conform to all applicable federal, state, and local regulations such as OSHA and WISHA for open excavations. Chapel Hill Boulevard Extension 8 GNN Project No.: 218-1004 Road 84 to Road 68, Pasco, WA October 8, 2018 Northern, Inc. 10.0 CONTINUING GEOTECHNICAL SERVICES GNN recommends that the Client should maintain an adequate program of geotechnical consultation, construction monitoring, and soils testing during the final design and construction phases to monitor compliance with GNN's geotechnical recommendations. Maintaining GNN as the geotechnical consultant from beginning to end of the project will provide continuity of services. If GN Northern, Inc. is not retained to provide the recommended geotechnical inspections/observations and testing services, the geotechnical engineering firm or testing/inspection firm providing tests and observations shall assume the role and responsibilities of Geotechnical Engineer -of -Record. GNN can provide construction monitoring and testing as additional services. The costs of these services are not included in our present fee arrangement, but can be obtained from our office. The recommended construction monitoring and testing includes, but is not necessarily limited to, the following: ➢ Consultation during the design stages of the project. ' ➢ Review of the grading and drainage plans to monitor compliance and proper implementation of the recommendations in GNN's Report. ➢ Observation and quality control testing during site preparation, grading, and placement of engineered fill as required by the local building ordinances. ➢ Geotechnical engineering consultation as needed during construction Chapel Hill Boulevard Extension 9 GNN Project No.: 218-1004 Road 84 to Road 68, Pasco, WA October 8, 2018 Northern, Iw. 11.0 LIMITATIONS OF THE GEOTECHNICAL SITE INVESTIGATION REPORT This GEOTECHNICAL SITE INVESTIGATION REPORT ("Report") was prepared for the exclusive use of the Client. GN Northern, Inc.'s (GNN) findings, conclusions and recommendations in this Report are based on selected points of field exploration, laboratory testing, and GNN's understanding of the proposed project at the time the Report is prepared. Furthermore, GNN's findings and recommendations are based on the assumption that soil, rock and/or groundwater conditions do not vary significantly from those found at specific exploratory locations at the project site. Variations in soil, bedrock and/or groundwater conditions could exist between and beyond the exploration points. The nature and extent of these variations may not become evident until during or after construction. Variations in soil, bedrock and groundwater may require additional studies, consultation, and revisions to GNN's recommendations in the Report. In many cases the scope of geotechnical exploration and the test locations are selected by others without consultation from the geotechnical engineer/consultant. GNN assumes no responsibility and, by preparing this Report, does not impliedly or expressly validate the scope of exploration and the test locations selected by others. This Report's findings are valid as of the issued date of this Report. However, changes in conditions of the subject property or adjoining properties can occur due to passage of time, natural processes, or works of man. In addition, applicable building standards/codes may change over time. Accordingly, findings, conclusions, and recommendations of this Report may be invalidated, wholly or partially, by changes outside of GNN's control. Therefore, this Report is subject to review and shall not be relied upon after a period of one (1) year from the issued date of the Report. In the event that any changes in the nature, design, or planned alignment of the proposed roadway, the findings, conclusions and recommendations contained in this Report shall not be considered valid unless the changes are reviewed by GNN and the findings, conclusions, and recommendations of this Report are modified or verified in writing. Chapel Hill Boulevard Extension 10 GNN Project No.: 218-1004 Road 84 to Road 68, Pasco, WA October 8, 2018 AATTI1Vorthern, Inc GNN has provided geotechnical services in accordance with generally accepted geotechnical engineering practices in this locality at this time. GNN expressly disclaims all warranties and guarantees, express or implied. Client shall provide GNN an opportunity to review the final design and specifications so that earthwork, drainage and pavement recommendations may be properly interpreted and implemented in the design and specifications. If GNN is not accorded the review opportunity, GNN shall have no responsibility for misinterpretation of GNN's recommendations. Chapel Hill Boulevard Extension Road 84 to Road 68, Pasco, WA 11 GNN Project No.: 218-1004 October 8, 2018 Nr Northern, Inc. APPEND/CES Northern, Ina Appendix l Vicinity Map (Figure 71 Site Exploration Map (Figure 2) i ^Q k � O ipi. 00 wry^ 0 Q V tri in Wd Yss Y. Q i I 1 1 I l 1 i ^Q wry^ 0 Q tri in Wd Q I' Q a � r F a 0 � N � d � m � � d U W N Q is7 Z CI 'O r�- UI W Off; ' Northern, Inc EOafLMzAm"iT7Tffr. I GN Northern Inc. TEST PIT NUMBER TP -1 11115 E. Montgomery, Suite C Spokane Valley, WA, 99206 PAGE 1 OF 1 Telephone: (509) 248-9798 Fax: (509) 248,1220 CLIENT JF Engineering, PLLC PROJECT NAME Chapel Hill Boulevard Bdension PROJECT NUMBER 218-1004 PROJECT LOCATION Pasco, Washington DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Big D's Construction GROUND WATER LEVELS: EXCAVATION METHOD Link -Belt 160 Excavator AT TIME OF EXCAVATION — LOGGED BY MYM CHECKED BY KAH AT END OF EXCAVATION — NOTES Approx. GPS Coordinates: 46°16'10.06"N 119*11'5855'Vd AFTER EXCAVATION — w L U odo W ... Lu wm g U C6 0-6 O MATERIAL DESCRIPTION U 2 (0 of N 0.0 POORLY GRADED SAND, (SP) gray black, fine to medium grained, damp, appears medium dense n z 0 N 2 W r W O 9 1 2.5 s - interbedded lenses/layers of Silty Sand (SM), damp to moist, appears medium dense to dense u e u 4 c i SP i 5.0 i i i i i i i i i 7.5 9.5 - No groundwater encountered at time of exploration Bottom of lest pit at 9.5 feet. GN Northern Inc. 11115 E. Montgomery, Suite C Spokane Valley, WA, 99206 Telephone: (509) 248-9798 Fax: (509) 248-4220 CLIENT JF Engineering PLLC PROJECT NUMBER 218-1004 DATE STARTED 9/26/18 COMPLETED 9/26/18 EXCAVATION CONTRACTOR Big D's Construction EXCAVATION METHOD Link -Belt 160 Excavator LOGGED BY MYM CHECKED BY KAH NOTES Approx. GPS Coordinates46-16-5.59"N, 119'11'44.20'W TEST PIT NUMBER TP -2 PAGE 1 OF 1 PROJECT NAME Chapel Hill Boulevard Extension PROJECT LOCATION Pasco Washington GROUND ELEVATION TEST PIT SIZE inches GROUND WATER LEVELS: AT TIME OF EXCAVATION — AT END OF EXCAVATION — AFTER EXCAVATION — w o ci a 0 MATERIAL DESCRIPTION -m Lu o- aZ h 0.0 ° POORLY GRADED SAND WITH SILT, (SP -SM) gray brown, fine grained, damp to moist, appears medium dense n SURL to dense S i o— i — POORLY GRADED SAND, (SP) gray — — ------— — — — — — — —— — — — — — — black, fine to coarse grained, damp, appears medium dense, some rounded x gravels W m x w a a 0 2.5 SP .: h w r U w O m a w 0 m 0 5.0 :: So o - No groundwater encountered at time of exploration rc Bottom of lest pit at 5.0 feet. w x 0 0 z z u w m W N J t> 0 O 0 5 0 r FN Z n x m w z w 0 GN Northern Inc. TEST PIT NUMBER TP-3 11115 E. Montgomery, Suite C PAGE 1 OF 1 Spokane Valley, WA, 99206 Telephone: (509) 248-9798 Fax: (509) 248-0220 CLIENT JF Engineering, PLLC PROJECT NAME Chapel Hill Boulevard Extension PROJECT NUMBER 218-1004 PROJECT LOCATION Pasco, Washington DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Big D's Construction GROUND WATER LEVELS: EXCAVATION METHOD Link-Belt 160 Excavator AT TIME OF EXCAVATION — LOGGED BY MYM CHECKED BY KAH AT END OF EXCAVATION — NOTES Approx. GPS Coordinates: 46°16'2.82"N, 119°11'35.68'VV AFTER EXCAVATION — W n' U oc W Lu TESTS o- 0 MATERIAL DESCRIPTION aZ C0 0.0 Sp_ POORLY GRADED SAND WITH SILT, (SP-SM) gray brown, fine grained, moist, appears loose > SM :.:: to medium dense, some roots D 05 POORLY GRADED SAND, (SP) gray black, fine to medium grained, moist, appears medium i u dense t 'o 'u `[ 2.5 5 Y f i GB MC = 5% Fines = 0% i 'r SP i 5.0 i i i i i 7.5 9.0 - No groundwater encountered at time of exploration Bottom of test pit at 9.0 feet. GN Northern Inc. TEST PIT NUMBER TP -4 11115 E. Montgomery, Suite C PAGE 1 OF 1 Spokane Valley, WA, 99206 Telephone: (509) 248-9798 Fax: (509) 2484220 CLIENT JF Engineering PLLC PROJECT NAME Chapel Hill Boulevard Extension PROJECT NUMBER 218-1004 PROJECT LOCATION Pasco Washington DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Big D's Construction GROUND WATER LEVELS: EXCAVATION METHOD Link -Belt 160 Excavator AT TIME OF EXCAVATION — LOGGED BY MYM CHECKED BY KAH AT END OF EXCAVATION — NOTES Approx. GPS Coordinates 46°15'57 11"N 119°11'32 59'VJ AFTER EXCAVATION — Lu o a c W m ci a 0 MATERIAL DESCRIPTION uw J a Z c, N ry o.0 NSILTY SAND, (SM) brown, fine grained, moist, appears loose to medium dense, some organics near surface a u z 0 N Z W W O m W a a � 2.5 SM $ m U W C d W J F U O m O S.0 m w 5.5 rc- No groundwater encountered at time of exploration g Bottom of test pit at 5.5 feet. z �7 m m w N 3 ii 0 0 m S a 0 r m r z u n r r m w z w c� GN Northern Inc. TEST PIT NUMBER TP -5 11115 E. Montgomery, Suite C PAGE 1 OF 1 �1�-i{T/ Spokane Valley, WA, 99206 Telephone: (509) 248-9798 Fax: (509) 2484220 CLIENT JF Engineering PLLC PROJECT NAME Chapel Hill Boulevard Extension PROJECT NUMBER 218-1004 PROJECT LOCATION Pasco, Washington DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Bio D's Construction GROUND WATER LEVELS: EXCAVATION METHOD Link -Belt 160 Excavator AT TIME OF EXCAVATION — LOGGED BY MYM CHECKED BY KAH AT END OF EXCAVATION — NOTES Approx. GPS Coordinates: 46°15'50.45"N, 119°11'30.61'W AFTER EXCAVATION -- SM SILTY SAND, (SM) brown, fine grained, moist, appears loose to at of test pit at 2.0 feet. dense, some w i ac �m ti a� O MATERIAL DESCRIPTION Lu " vi o 7 NZ SM SILTY SAND, (SM) brown, fine grained, moist, appears loose to at of test pit at 2.0 feet. dense, some GN Northern Inc. TEST PIT NUMBER TP -6 11115 E. Montgomery, Suite C PAGE 1 OF 1 AIN r— Spokane Valley, WA, 99206 Telephone: (509) 248-9798 Fax: (509) 2484220 CLIENT JF Engineering PLLC PROJECT NAME Chapel Hill Boulevard Extension PROJECT NUMBER 218-1004 PROJECT LOCATION Pasco Washington DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Big D's Construction GROUND WATER LEVELS: EXCAVATION METHOD Link -Belt 160 Excavator AT TIME OF EXCAVATION — LOGGED BY MYM CHECKED BY KAH AT END OF EXCAVATION — NOTES Approx. GPS Coordinates: 46'15'50.06"N. 119`11'23.89'VJ AFTER EXCAVATION — Lu x �w n o- tK TESTS y = O MATERIAL DESCRIPTION 5a z C7 N 0.0 SILTY SAND, (SM) brown, fine grained, moist, appears loose to medium dense SM - grades to Sand with Silt (SP -SM) — ------------------------------------------ POORLY GRADED SAND, (SP) gray black, fine to medium grained, damp to moist, appears loose to medium dense, trace gravel 2.5 GB MC=4% 5.0 Fines 0% SP 7.5 9.5 - No groundwater encountered at time of exploration Bottom of test pit at 9.5 feet. GN Northern Inc. TEST PIT NUMBER TP -5 11115 E. Montgomery, Suite C Spokane Valley, WA, 99206 PAGE 1 OF 1 Telephone: (509) 248-9798 Fax: (509) 248-0220 CLIENT JF Engineering, PLLC PROJECT NAME Chapel Hill Boulevard Extension PROJECT NUMBER 218-1004 PROJECT LOCATION Pasco Washington DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Big D's Construction GROUND WATER LEVELS: EXCAVATION METHOD Link -Belt 160 Excavator AT TIME OF EXCAVATION — LOGGED BY MYM CHECKED BY KAH AT END OF EXCAVATION — NOTES Approx. GPS Coordinates: 46°15'50.45"N, 119"11'30.61"W AFTER EXCAVATION — w w Lu (6 = O MATERIAL DESCRIPTION y� Z t Q (9 d N 0 0.0 SILTY SAND, (SM) brown, fine grained, moist, appears loose to medium dense, some organics near surface Z i 0 z Z w SM m 2.0 n - No groundwater encountered at time of exploration Bottom of test pit at 2.0 feet. U L' N F U w 'o a r U n U rc D s w x r K 0 z z w m w m U m ro f O U m g m 7 O H N i U a r x m w z w U GN Northern Inc. TEST PIT NUMBER TP -6 11115 E. Montgomery, Suite C PAGE 1 OF 1 Spokane Valley, WA, 99206 Telephone: (509) 248-9798 Fax: (509) 248-4220 CLIENT JF Engineering PLLC PROJECT NAME Chapel Hill Boulevard Extension PROJECT NUMBER 218-1004 PROJECT LOCATION Pasco Washington DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Big O's Construction GROUND WATER LEVELS: EXCAVATION METHOD Link -Belt 160 Excavator AT TIME OF EXCAVATION — LOGGED BY MYM CHECKED BY KAH AT END OF EXCAVATION — NOTES Approx. GPS Coordinates: 46°15'50.06"N 119°11'23.89'VJ AFTER EXCAVATION — W a a c TESTS O a 0 MATERIAL DESCRIPTION <z n x7 n 0.0 SILTY SAND, (SM) brown, fine grained, moist, appears loose to medium dense SM - grades to Sand with Silt (SP-SM) ------------------------------------------- ________POORLY GRADED SAND, (SP) gray black, fine to medium grained, damp to moist, appears POORLY loose to medium dense, trace gravel 2.5 GB 5.0 Fines Fines = 0 SP 7.5 9.5 i i - No groundwater encountered at time of exploration Bottom of test pit at 9.5 feet. i GN Northern Inc. TEST PIT NUMBER TP -7 11115 E. Montgomery, Suite C PAGE 1 OF 1 Spokane Valley, WA, 99206 Telephone: (509) 248-9798 Fax: (509) 248-4220 CLIENT JF Engineering, PLLC PROJECT NAME Chapel Hill Boulevard Extension PROJECT NUMBER 218-1004 PROJECT LOCATION Pasco, Washington DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Big D's Construction EXCAVATION METHOD Link -Belt 160 Excavator LOGGED BY MYM CHECKED BY KAH NOTES Approx. GPS Coordinates: 46°15'47.27"N, 119°11'19.41'VJ brown, SM GROUND WATER LEVELS: AT TIME OF EXCAVATION — AT END OF EXCAVATION — AFTER EXCAVATION — MATERIAL DESCRIPTION appears loose to medium dense, some of test pit at 2.0 feet. yw as w �2 U 0- a0 W a- =) �� m =i , x0 brown, SM GROUND WATER LEVELS: AT TIME OF EXCAVATION — AT END OF EXCAVATION — AFTER EXCAVATION — MATERIAL DESCRIPTION appears loose to medium dense, some of test pit at 2.0 feet. GN Northern Inc. TEST PIT NUMBER TP -8 11115 E.Montgomery, Suite C PAGE 1 OF 1 SpokaneValley, WA, 99206 Telephone: (509) 248-9798 Fax: (509) 2484220 CLIENT JF Engineering PLLC PROJECT NAME Chapel Hill Boulevard Extension PROJECT NUMBER 218-1004 PROJECT LOCATION Pasco Washington DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Big D's Construction GROUND WATER LEVELS: EXCAVATION METHOD Link -Belt 160 Excavator AT TIME OF EXCAVATION — LOGGED BY MYM CHECKED BY KAH AT END OF EXCAVATION — NOTES Approx. GPS Coordinates 46°154144"N 119°11'8.71'VJ AFTER EXCAVATION — w o a c w m ti a p MATERIAL DESCRIPTION uj ° a z cv D 0.0 SILTY SAND, (SM) brown, fine grained, moist, appears loose to medium dense, some organics near surface a n z 0 z w w SM m i p 2.3 $ - No groundwater encountered at time of exploration Bottom of test pit at 2.3 feet. d h N F U W Q K a r U 0 O m 0 O rc rc w x 0 O z z N K W y U r U U m g N J F N F 2 U 6 F 0a K Z W GN Northern Inc. TEST PIT NUMBER TP -9 11115 E. Montgomery, Suite C PAGE 1 OF 1 Spokane Valley, WA, 99206 Telephone: (509) 248-9798 Fax: (509) 248-4220 CLIENT JF Engineering PLLC PROJECT NAME Chapel Hill Boulevard Extension PROJECT NUMBER 218-1004 PROJECT LOCATION _Pasco Washington DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Big D's Construction GROUND WATER LEVELS: EXCAVATION METHOD Link -Belt 160 Excavator AT TIME OF EXCAVATION — LOGGED BY MYM CHECKED BY KAH AT END OF EXCAVATION — NOTES Approx. GPS Coordinates: 46°15'40.47"N, 119°10'55.08'W AFTER EXCAVATION — w K U g Q s Lu w m TESTS y = p MATERIAL DESCRIPTION 0. K <z (7 � rn 0.0 FILL: SILTY SAND, (SM) light brown, fine grained, appears loose, some misc. trash i SM 0.7 z SILTY SAND, (SM) light gray brown, fine grained, dry to damp, appears medium dense 5 0 e - appears loose to medium dense 2.5 SM Y 0 0 l MC = 2 h - grades to Sand With Silt (SP-SM) F GB Fines = 12% i 0 i 5.0' ' — :' 5.0 ------------------------------------------ - i POORLY GRADED SAND, (SP) gray black, fine to medium grained, dry, appears loose to i i medium dense i i i SP i 7.5 e.0 - No groundwater encountered at time of exploration Bottom of test pit at 9.0 feet. <3rNorthern, Inc. Kennewick, Yakima, Spokane, Hermiston (OR) KEY CHART RELATIVE DENSITY OR CONSISTENCY VERSUS SPT N -VALUE COARSE-GRAINED SOILS FINE-GRAINED SOILS DENSITY N(BLOWS/FT) FIELD TEST CONSISTENCY N BLOWS/Fr FIELD TEST VeryLoose 0-4 4 Easily penetrated with A -inch reinforcing Very Soft 0-2 Easily penetrated several inches by Sand (with >12% fines) Silty Sand rod pushed by hand Fine- Grained Soil: >50% asses #200 Silt and Clay Liquid Limit < 50 thumb Loose 4-10 Difficult m penetrate with A -inch Soft 2-4 Easily penetrated one inch by thumb Pea[ Top Soft B reinforcing rod pushed by hand TOrvene Medium 10-30 Easily penetrated with %-inch rod driven Medium -Stiff 4 - 8 Penetrated over '% -inch by thumb with -Dense with a 5 -lb hammer No Recovery moderate effort Difficult to penetrate with '% -inch rod Stiff 8-15 Indented about A -inch by thumb but Dense 30-50 driven with a 5-16 hammer penetrated with great effort penetrated only a few inches with A-inchVery Stiff I S -30 Readily indented by thumb Hard >36 Indented with difficulty by thumbnail Very Dense > 50 rod driven with a 5 -Ib hammer USCS SOIL CLASSIFICATION MAJOR DIVISIONS GROUP DESCRIPTION Coarse- Grained Soils <50% passes #200 sieve Gravel and Gravelly Soils <50% come fraction passes #4 sieve Gravel (with little or no fines) Well-graded Gravel Poorly Graded Gravel Gravel (with >12% fines) Silty Gravel Clayey Gravel Sand and Sandy Soils >50%coarse fraction passes #4 sieve Sand (with little or no fines) Well -graded Sand Poorly graded Sand Sand (with >12% fines) Silty Sand Clayey Sand IPT Fine- Grained Soil: >50% asses #200 Silt and Clay Liquid Limit < 50 Silt Lean Clay Organic Silt and Clay (low plasticity) Silt and Clsysieve Liquid Limit> 50 Inorganic Silt Inorganic Clay Organic Clay and Silt (med. to high plasticity) Highly Organic Soils Pea[ Top Soft MODIFIERS DESCRIPTION RANGE Trace <5 Little 5%-12% Some >12% MAJOR DIVISIONS WITH GRAIN SIZE MOISTURE CONTENT DESCRIPTION FIELD OBSERVATION Dry Absence of moisture, dusty, dry to the much Moist Damp but not visible water Wet Visible free water MAJOR DIVISIONS WITH GRAIN SIZE SIEVE SIZE 12" 3" 3/4" 4 10 40 200 GRAIN SIZE INCHES 12 3 0.75 0.19 0.079 0.0171 0.0029 Boulders Cobbles Gravel Sand Silt and Clay I CoarseI Fine I Coarse I Medium Fine LOG SYMBOLS X 2S 2" OD Split Spoon (SPT) 3S 3" OD Split Spoon NS Non -Standard Split Spoon ® ST Shelby Tube mCR Core Ran BG Bag Sample B TV TOrvene Reading T 1 pp Penetrometer Reading NR No Recovery GW Groundwater Table SOIL CLASSIFICATION INCLUDES 1. Group Name 2. Group Symbol 3. Color 4. Moisture content 5. Density / consistency 6. Cementation 7. Particle size (if applicable) 8. Odor (if present) 9. Comments Conditions shown on boring and tesrpit logs represent our observations at the time and location of the fieldwork, modifications based on lab test, analysis, and geological and engineering judgment. These conditions may not exist at other times and locations, even in close proximity thereof This information was gathered as part of our investigation, and we are not responsible for any use or interpretation of the information by others. Northern, Inc. Appendix /// Laboratory Testing Results (,VF .Northern, Im Appendix IV Site & Exploration Photographs 0 - go sow M 'h r - •r Excavation at test -pit TP -1, view looking west-southwest Exposed soMprofilewithin test -pit TP -I T PM i Excavation at test -pit TP -2, view looking west Exposed soil profile within test -pit TP -2 - r ' Of � - •fir � '--.:"'! - SAW Excavation at test pit TP -3, view looking .tooth Exposed soil profile within test -pa TP -3 PLATE 1: SITE & EXPLORATION PHOTOGRAPHS PROJECT NO.218-1004 r Exposed soil profile within test hole TP -7 Exposed soil profile within test -hole TP -8 i S { Y 5 Exc irvadon at test pit TP -9, view looking east Exposed soil profile within testpit TP -9 PLATE 3: SITE & EXPLORATION PHOTOGRAPHS PROJECT NO. 218-1004 A7t"' w , 1 - ' i -.- :-fir � •,r i 1 . a Exposed soil profile within test hole TP -7 Exposed soil profile within test -hole TP -8 i S { Y 5 Exc irvadon at test pit TP -9, view looking east Exposed soil profile within testpit TP -9 PLATE 3: SITE & EXPLORATION PHOTOGRAPHS PROJECT NO. 218-1004 Orr Northern, Inc I Appendix V NRCS Soil Sunre USDA United States Department of Agriculture I V KS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom SOU Rosoums Rspwt fo, Frank n ooun�r9 Wa o�g,too Chape0 HM WYd Pasco Exggn000n, Nil September 20, 2018 N .F "� 1 t•� i —i le '.J ! "` t Custom Soil Resource Report Franklin County, Washington 89—Quincy loamy fine sand, 0 to 15 percent slopes Map Unit Setting National map unit symbol: 2dtt Elevation. 350 to 1,200 feet Mean annual precipitation: 6 to 12 inches Mean annual air temperature: 48 to 54 degrees F Frost -free period., 150 to 200 days Farmland classification: Farmland of statewide importance Map Unit Composition Quincy and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Quincy Setting Landform: Terraces Parent material. Mixed eolian sands Typical profile Hl - 0 to 4 inches: loamy fine sand H2 - 4 to 60 inches: fine sand Properties and qualities Slope: 0 to 15 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Capacity of the most limiting layer to transmit water (Ksat): High to very high (6.00 to 20.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 3 percent Available water storage in profile: Low (about 4.9 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 7e Hydrologic Soil Group: A Ecological site: SANDS 6-10 PZ (R007XY502WA) Hydric soil rating: No Minor Components Sagehill Percent of map unit: 15 percent Landform: Dunes, terraces Hydric soil rating: No 10 Custom Soil Resource Report 102—Quincy-Timmerman complex, 0 to 15 percent slopes Map Unit Setting National map unit symbol: 2ddl Elevation: 350 to 1,200 feet Mean annual precipitation: 6 to 12 inches Mean annual air temperature: 48 to 54 degrees F Frost -free period: 150 to 200 days Farmland classification: Farmland of statewide importance Map Unit Composition Quincy and similar soils: 60 percent Timmerman and similar soils: 35 percent Minor components: 3 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Quincy Setting Landform: Terraces Parent material. Mixed eolian sands Typical profile H1 - 0 to 4 inches: loamy fine sand H2 - 4 to 60 inches: fine sand Properties and qualities Slope: 0 to 15 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Excessively drained Capacity of the most limiting layer to transmit water (Ksat): High to very high (6.00 to 20.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 3 percent Available water storage in profile: Low (about 4.9 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 7e Hydrologic Soil Group: A Ecological site: SANDS 6-10 PZ (R007XY502WA) Hydric soil rating: No Description of Timmerman Setting Landform: Terraces Parent material: Glacial outwash and alluvium mixed with loess in the upper part 11 Custom Soil Resource Report Typical profile H1 - 0 to 5 inches: fine sandy loam H2 - 5 to 19 inches: sandy loam H3 - 19 to 60 inches: loamy coarse sand Properties and qualities Slope: 0 to 15 percent Depth to restrictive feature: 13 to 30 inches to strongly contrasting textural stratification Natural drainage class: Somewhat excessively drained Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: Very low (about 2.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 6e Hydrologic Soil Group: A Ecological site: SANDY 6-10 PZ (R007XY501 WA) Hydric soil rating: No Minor Components Sagehill Percent of map unit: 3 percent Landform: Dunes Hydric soil rating., No 185—Timmerman fine sandy loam, 5 to 10 percent slopes Map Unit Setting National map unit symbol: 2djs Elevation: 350 to 1,000 feet Mean annual precipitation: 6 to 9 inches Mean annual air temperature: 50 to 54 degrees F Frost -free period: 180 to 200 days Farmland classification: Farmland of statewide importance Map Unit Composition Timmerman and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. 12 Custom Soil Resource Report Description of Timmerman Setting Landform: Terraces Parent material: Glacial outwash and alluvium mixed with loess in the upper part Typical profile H1 - 0 to 5 inches: fine sandy loam H2 - 5 to 19 inches: sandy loam H3 - 19 to 60 inches: loamy coarse sand Properties and qualities Slope: 5 to 10 percent Depth to restrictive feature: 13 to 30 inches to strongly contrasting textural stratification Natural drainage class: Somewhat excessively drained Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available waterstorage in profile: Very low (about 2.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 6e Hydrologic Soil Group: A Ecological site: SANDY 6-10 PZ (R007XY501 WA) Hydric soil rating: No Minor Components Winchester Percent of map unit: 5 percent Landform: Terraces Hydric soil rating: No Sagehill Percent of map unit. 5 percent Landform: Terraces Hydric soil rating: No Royal Percent of map unit: 5 percent Landform: Terraces Hydric soil rating: No 13 Northern, Inc Appendix V/ WA Dept. of Ecology Well Logs Pte_ C FM Oripinal and Find Copy wph CL Department of Ecology livedCopy—corers Copy . . I Third Copy—Drew's Copy . Y ;M, OWNER: Name Q (2) LOCATION OF WELL: camyJ F� (28) STREET ADDDRESS-OF WELL (or no~ r 10 F' a - 0 O WATER WELL REPORT STATE OF WASHINGTON Wear Right No Start rd NoAmut See2f_ T.—f_tt., fic2aw.M. (3) PROPOSED USE: Domestic Industrial ❑ • Municipal ❑ ❑ Irrigation ❑ (),Water Teat Well ❑ Other ❑ (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION Formation: Describe by color, character, dlsa of material and structure, and chow tint at lest aquifers for welt nd the ural moom W the motored m each stretam penetrated, entry nae of Information. Owner's nemMr of wall (4) TYPE OF WORK: 0—'s more than me) Abandoned ❑ New well 9 Method: Dug - ❑ Eared ❑ Deepened ❑ Cable ❑ Driven ❑ WTtata FROM I TO (i 3 Reconditioned ❑ Rotary K Jetted ❑ (6) DIMENSIONNS::rDiiemetarolwelf inches. Drilled_ 2mr5-- feet. Depth of completed well Z S X. r - (6) CONSTRUCTION DETAILS: Cooing Installed: Diem. from —/ X. to Waw Liner Diem.hern X.10 0 s Threaded ❑ •. 'ciem.from X -to fl - Perforations: YAOEI No Type of perforator used 7-7v SIZE M perforations in. by In. paderatbna from n. to n. -41 re pedorations ham X. to X- pal7erstkneham X -to X. Screams: Y"Li Me 2 O r Q Aawt, MenulsotumeaNams Model No .4p ®Type Diem. Slot size from_ft. to fL Diem. Slot an r•.•m h. to h. Gravel packed: Yos"ON Size of gravel .Z03 Gravel placed from n. to X. pq1 Surface Mel: Y.JC L No❑�jTowhat td�depth? ;7 7 X. Matedsiusedln Mat,i DM any strata contain unusable waton? Vee❑ No❑ Type at we Depth of strati Z Method of Belling ahead off (7) PUMP. mmmoswurees Nsms Type .. NF a Gt 11,02 (9), WATER LEVELS: Stack level Sd _ X, below tp of well D n Meelanprusure _ me.pera"mir.1 T I Arlesien asteriscoMrolied by1011 . Me. et aaterlsvNnlowerM bekw itdne (S) WELL TESTS: Don adq,�mhmo�m la. CO t Wasoprmroleelmade?YeaU NoV9 ayee,eywnom? Yield: gal-/min.wOn X.dmwdownmlar".- .�.Ma. _ ` n" Recovery data (time taken a welerl red homwelltptowaterlsrell ••1^• YYE NSTRUCTgt CERTIFICATION: I. Gy eons(ructad and/or accept responsibilityfor construction of this well, FFlCE end Xg compliance with ell Washington wall construction standards. tedila used and Ma Information .0 ad above are true to my best knowledge and belief. Time L.e water Ll wxw,LLe ^ « _ T NAME cDIE Q ^•+ ` ��I (PER80N/. RpR�_,._dfl C�ORPOM/TK O a R'/FE OR PRalr) Address r�g7s \ 1�rQ� J Date of teat DZE ary 9ailertast gel./min. with fl. drawdown ane fee. AiMat /f� gal./min. with stem trot of Z ! �fl. for hm. Artesian flow O.P.M. Date (Signed 6609 -7 (WELL W.—,W.—,m IcenM No. RooMetor'e Rep etr Ion �% Nol i \ IS Dote Z '192451 Temperature of water_ Was a chemical malmis made? Yes❑ No❑ (USE ADDITIONAL SHFFTS IF MF:('-FCCARVI ECYO601-e0 (f0/sn •13M ®s e File Original and First COPY with Department Of Ecology LThird Copnd y l-Driilowner's er's aCopyy (1) OWNER: Name ......... t_...te j (2) _LOCATION OF WELL: WATER WELL REPORT STATE OF WASMNGTON V`ow 10 WELL LOG: : (3) laI n]?OSED USE: Domestic ❑ Industrial ❑ MnaladPal O ( ) Yrrlgatlon ❑ Test Well ❑ cow . _ ❑ y' 4 TMFIZ OF WORK: Owners number of well () (if morethan one).... _.........._....__..__._. New well g?- Method: Dug ❑ Bored ❑ Dl pend ❑ Cable P�' Drfv®n ❑ 3 Reconditioned E3 Rotary D Jetted E3 (5) DIMENSIO S. Diameter of wen _.- ._.. inch=. r,.in.e Y -St. Depth of completed p (6) CONSTRUCTION DETAILS: t / a Casing installed: � - D,am. from f L_ ft. to Threaded ❑ .- Mean. from ---- n. to _--- M 9 welded 93^ Dlam. slam ---- rG to ---- ft. OPerforations: Y= ❑ No W,—� Type of perforator used-------•---- SIZE of Pertorations .---- n. by Pcrlorattons from R. to _____-_._ ft. Parteratfons fro.•=..--..__ ft. to V-_--._ R 9 perforations tram ----- ft. to R. r Screens: Mmfeto �No ❑ --v 'Manycbttafe `at )pe -G at No— Dtam. , Slot size e_aLl ro n ft. to ft. D1sm, slat al. from __— ft. to -- 8 so __.- b Gravel packed: Y= ❑ No m-. 9 e of gravel: Gravel Placed from .--.-.—••- ft. to _._—.--- Y_ J E Surface seal: Y= &Y -No El To whoe(�dlpthr _ iff— a W Material used in seal_..-�i�'as+�+n•.� a-;-�-- Did any strata contain unusable water? Y= ❑ . ;o ❑ 0 Type of water_ Depth of strata- �.� Method of sealing strata Off ---e- ----�� (7) PUMP: Manufacturers- 'A'pe: __ _-- HP I grad-anrface elevi ,J (9) WATER /LEVELS: above ,neon sea «,below WP of wall Data_/: Attestan Ptass,� �Fm, per square Inch Date_-.---- C Artesian water L eontmRad by-. (• valve. etcj 4) E (9) WELL TESTS: Drawdown ebwater level Is lowered below static le Was a pump test made? Y= ❑ C Recovery data (time talc!.... `rlru:'eunen. u.ip tache= off) (water level measured from well top to X'steelevel) Time Water Levet Time wa ((��g j�Npa: Water Loves ....... ..._.... «....«.......... - R j)+...1.... &4...L A7 ", 4....—.. ...M.. t1, _...._...__...__.Z._.....- .:ik7T of Ranar �-gal�edD. wllh_,_�,_, tt. drawdown attlr__..__._--- hcs. Application No. Parma NO..... WELL DRILLFWS STATEMENT: This well was drilled under my jurisdiction and this report is true to the best of my knowledge and belief. NAME ..... %.4?!�onl........... �`�Q../�...... ..... .�{.! f (�.!�.pf. (Person, arm. or corporation) (Type or i ra6i - '30 Address..... �!'(-S--........ /p (Signed] ... ^1.^. ...-_.............._.._.........._.................._........._. (well DrWer) . Atted+n License No...._. �_�.�--.--.._-...... Date ............_..., 19..._... ..._.......... Temperature of water_--.-- Was a dbeMeol analysis Yen ❑ No ❑ (V %TIONAL SHEETS IF NECESSARY) a 4. ?. No. fiSf—OS•-IRev. 4711 ECY-=70.78 a. e L nr File Original f cdogy WATER WELL REPORT Second Copy - Owner's Copy STATE OF WASHINGTON Third coat - Drillers Copy Water Right Notice of intern UNIOUE WELL I.D. O (1) OWNER: Name Adtlreee �2D to &) %T OAA 6ird 12) LOCATION OF WELL- County LL -(K t/e 1/4 Sec��T N.R. WM (2e) STREET ADDRESS OF WELL (or TAX PARCEL NO.: _in_ (t) WATER LEVELS: dap a emotion above Moen an level Static level h. below top of well DaLD ta Anealan pressors ma, per square inch Date Atiealail water is COntrOW by (Cap, valve. etc.) W (9) WELLTESTS: Drawtlown is amount water level is lowered below slant level F Was a pump lest made? =Tea —� No If yes, Oy whom? ! Yield: galloon. with ft. drewdovm atter his. YteN: catJAIIM With h. drawdown aper M. aa. Yield: eMJmim. with h. drawdown after ire. Recovery data (time taken as zero when pump Ironed off) (water W.W maesured from Well top to water level Time Water Loa Time, Water level Time Water Level Date of test Sada test _ oalJmm. with ft. drawdpwn after his. Airiest _.a.4;:_gal.enin. with ft. drewdown after--lhM. Artesian flow g,p.m. Date Temperature M water Was a chemical analysis made? u1%e :)No (10) WELL LOO or DECOMMISSIONING PROCEDURE DESCRIPTION Formation: Describe by Color, Character, Site of materiat and struelure. and the kind and nature of the insisted in each stratum poll" ad, with at Nest we army for each change of information. IndiceN an water encountered. Work Started ,_4Completed WELL CONSTRUCTION CERTIFICATION: 1 constructed andla accept reatwrmsianty for construction of this well, and its Compliance with all Washdnglo m wen wrtmructlon standards. Matenaie uses and the Infamadon tied above are M to my beat knowledge and belief Type or Print Name I learnal No. 361 _ (Licensed DrinalEngihalar) Trainee Name no No Ornfing Compan�C�� ` � (SignodlL'�en+�No. (Lloerned FollerlEng°ledd L 1 Contractor's Reg/►}-Qr ,Qtq%CQ OaN�q., istration No D y��j (USE ADDITIONAL SHEETS IF NECESSARY) Ecology is an Equef Opportunity and Affirmative Action employer. For specia amommoaation needs. contact the Water Re9numnc Pmnram st !aanh dm (3) PROPOSED USE:Domeatic 13 Industrial O Municipal via ❑ Ireg akin n Tem Well O Otter ❑ DeWater (I) TYPE OF WORK:Q}vrmer's number of weM (it more man one) Q Wefl Mous Despeneo D Dug Cl Bored C ❑ Remndaioned Z cam C Driven ❑ Oecnrnrrmiesion Rotary ❑ Jetted (E) DIMENSIONS: Diernmeler of won e¢hu DriINd—LD-16--test. Depth of cis plated wen_ to (s) CONSTRUCTION DETAILS • Coming ImNl . Y thfi•liked JGa—: Diem. trap ft.to 7. Liner installed Diem. hen fL to fL ++ - Threaded Diem. from fL to ft, '� Perforations: C lbs JLNo FE Type of perforator used SIZE of perforations in. by trm. _parfmatipna from h.to h. C3 Someone: 17 -yes ItNo K-Pac Location - Manufacnurers Nanta Type Model No, C Diem. Slot Size }cern ft. to IL Diem. Sit Size from ft. to fL rj Gn tfFiltar Paskad: :1 Yes No 7 Size of gmveUaend )? Material Placed tram ft. to h. Surface seal: _n (ie11 EEOdepth? �— Material used to seal IG y Did any strata Connie unusedle water? • O yes Z No err Type of water/ Depth of menta Method of seating straw on 9e (7) PUMP: Manufaclursrs Name Type: H.P. (t) WATER LEVELS: dap a emotion above Moen an level Static level h. below top of well DaLD ta Anealan pressors ma, per square inch Date Atiealail water is COntrOW by (Cap, valve. etc.) W (9) WELLTESTS: Drawtlown is amount water level is lowered below slant level F Was a pump lest made? =Tea —� No If yes, Oy whom? ! Yield: galloon. with ft. drewdovm atter his. YteN: catJAIIM With h. drawdown aper M. aa. Yield: eMJmim. with h. drawdown after ire. Recovery data (time taken as zero when pump Ironed off) (water W.W maesured from Well top to water level Time Water Loa Time, Water level Time Water Level Date of test Sada test _ oalJmm. with ft. drawdpwn after his. Airiest _.a.4;:_gal.enin. with ft. drewdown after--lhM. Artesian flow g,p.m. Date Temperature M water Was a chemical analysis made? u1%e :)No (10) WELL LOO or DECOMMISSIONING PROCEDURE DESCRIPTION Formation: Describe by Color, Character, Site of materiat and struelure. and the kind and nature of the insisted in each stratum poll" ad, with at Nest we army for each change of information. IndiceN an water encountered. Work Started ,_4Completed WELL CONSTRUCTION CERTIFICATION: 1 constructed andla accept reatwrmsianty for construction of this well, and its Compliance with all Washdnglo m wen wrtmructlon standards. Matenaie uses and the Infamadon tied above are M to my beat knowledge and belief Type or Print Name I learnal No. 361 _ (Licensed DrinalEngihalar) Trainee Name no No Ornfing Compan�C�� ` � (SignodlL'�en+�No. (Lloerned FollerlEng°ledd L 1 Contractor's Reg/►}-Qr ,Qtq%CQ OaN�q., istration No D y��j (USE ADDITIONAL SHEETS IF NECESSARY) Ecology is an Equef Opportunity and Affirmative Action employer. For specia amommoaation needs. contact the Water Re9numnc Pmnram st !aanh dm F File Original and First Copy with Department of Ecology second Copy —Owners Copy Third COPY —Driller's COPY L i a' (1) OWNER:. Nani .l4 (2) LOCATION OF WE WATER WELL REPORT �S STATE OF WASHINGTON Bearing and d(atan:a from section or subdivision corner W(3) PROPOSED USE: Domestic O industrial O Municipal 0 IrrtgationA Teat well 0 Other O i Ownei s number of well u moro than am) - - -.-_.-.�..__ (4) TYPE OF WORK: (I__.� > Now well J( Wethod: Dug 0 leored 0 Deepened 0 Cable 0 Driven D i IIamaditioned 0. arisrYof Jetted 0 =5 DIMEN.�SIJONS: Diameter of wall _... .f 7[ taches. • ( ) Depth of completed we1L�_.dd fL i (6) CONSTRUCTION DETAILS: pCasing installed: Dlpm. from _Q-- n. to /02 ft. TbMd d O ..__.••• Diem. from;2/2-- fL to si.EC ft. .. Welded 0 --..^ Dlsm. from --_— «. to — n- 4 3 e i 4 Perforations: Yes 0 No OL Type of perforator vzed_ ----_— SM of perforations in. by _.._._.—._..___ in- -__ par w tlons from --------_ ft. to ft. perforations from _. ft. to _. it. perforations from __.— n. to --- ft. screens: Yn A xo p atanufa Meeat'IkN ---= _ /� ._ Model Nom of -L— slot size.4 -9 from ft, Diem, ._—_ Slot sits __— IF _._-- fL to — fL Gravel packed: YerR No 0 Size of gravel:0-- Gravel placed from .-- n. to _ it. Surface seal: Yea] N o .w%bs�t depmf Materia rad Did say strata, contain umusbua watsrt Yes 0 No Type of wasrf, Depth of strata—_ -------- Method of stain strata Off---- (7) ff_ (7) PUMP.: stmtuachLves Nama — — — — (6) WATER LEVELS: i�ova'mUaaac`aw�atat SbnO level ..--t�-----n below top Of Dna_.- . Artesian Pressure _--_ 'M. Der aquas in Da _ -- . Aviation water L controlled by Gp, v . (9) WELL TF STS:wrdoaw uae w level fa, G Wu •Dutra tact mallet Yes 0 0/�❑ 7f 7ss, b rot-. '"d,�[,M:f YiaM �O gel✓m n with �[ f ft. drawdown after I,f•i� bra. IV a�1very air fmMe war 0op a w, lav�alpump turned oft) (water level C Tips Water Laval Time W n L.ssal I Time Water lapel. 11 Date of fart-..—_....JJJJ—,,,, ._— j}.- 61ef tut ---,---s r✓mla. with - --.._--K. drawdown after •M Artesian Eow - a.pm. Dote—.. Temperature of water. Was a Chemical h/ Yu q No O Application Permit No. (10) WELL LOG: Formation: Describe D1t)/g"tar, characier site of material and atrueture,�o art hthickness. 9ri�ated . th at toast nor laatrL aaa6ah Change Off [*o atatiM t� WELL DRLLLEWS STATEMENT: This well was drilled tinder Dy Jurisdiction and this report d true to the best or my knowledge and belief. License ......... Data..//�_./.--L__..--.. 1 I I ��/, l IT)ONAL s mms >r NEC31MARY) a. F. No. iiia- os—Mov. JIM).- M WELL DRLLLEWS STATEMENT: This well was drilled tinder Dy Jurisdiction and this report d true to the best or my knowledge and belief. License ......... Data..//�_./.--L__..--.. 1 I I ��/, l IT)ONAL s mms >r NEC31MARY) a. F. No. iiia- os—Mov. JIM).- M AMVLNorthern, Inc. Appendix Vi/ City of Pasco - Typicai Street Section I P. PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION :ITY OF PASCO, WASHINGTON J Q W Q Q E EM W W W Z H � O W p 8 K m W Y U IN V W d V m UV V� O Z ~ Z v N U 00 w oa s 3 ap U 0 a O M P. PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION :ITY OF PASCO, WASHINGTON J Q W Q Q E EM I Chapel Hill Extension LID APPENDIX `C' Plans index 'Bro nob emm 1183 woleq so4m mu)t 00to (L pO / • \1 /E// I 1 I 13316 • ,� I / I I . 93: $�0d "oAIY 771H } - g D I II 1 I I II 0 *��� I I m �' 1 MstLpl a+9t NV1d DNGIb16 pNY3DVNDI6bNNY1MWOYOtl ptBD I I j 11 OMWOlOWCL NVb OMWtl160NV 3pVNp169NNX9W&. 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