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10-041.00 Acme Concrete Paving: Broadway Sullivan PCCP IntersectionSbWa ,,, o o0Va11ey° r1FPAPTAAPNT OF PI IRI If: WORKS CHANGE ORDER TO CONSTRUCTION CONTRACT NO: 10 -010 PROJECT: Broadway Sullivan PCCP Intersection Project CONTRACT DATE: 3/25/2010 CONTRACTOR: Acme Concrete Paving, Inc CHANGE ORDER NO: 2 CAPITAL IMPROVEMENT PROJECT NO: 0114 BID NO.: 10 -010 DESCRIPTION OF CHANGES This Change Order changes the locations and rims of several catchbasins and dryweils and pays for additional storm drain piping. See revised Plan Sheet 3. Item No Description Unit Quanti Unit Price Total 27 Solid Wall PVC Storm Sewer Pipe 10 In. Dlam. LF 51 $23.00 $1,173.00 Total Amount of this Change Order( Incl. Tax): $1,173.00 SIIRSTANTIAL COMPLETION Original Date: 6/2112010 Prior to this Change Order: 6121/2010 Including this Change Order: 512112010 Original Working Days: 30 Working Days Added by this CO: 0 Working Days including this CO: 30 THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT PRICE: ORIGINAL TOTAL CONTRACT AMOUNT $ 627,198.76 . * ............................. ...................................................................................... . ...... .....,,,,..,....., _.. .,. ,.. TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT $ 18,558.65 ... ......................_......_..................,._.... ......................... ... . TOTAL CONTRACT PRICE PRIOR TO THIS CHANGE ORDER ................... ...$,. 645,767.30 NETTHIS CHANGE ORDER _..........._ ........ ............................... _.,...............,,_.,._......,......,,.... .,........,,..,...,........__�. 1,173.00 TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $ 646,930.30 CONTRACTOR ACCEPTANCE: The contractor hereby accepts this adj the terms of the original contract for all work perfomed RECOMMENDED BY: vrsrnouuon; ORIGINALS TO: Contractor, City of Spokane Valley Clerk's Office, PW Project File COPIES TO: PW Project File RPubllc "'orkSJPurcha1ng /C0 (9/26/2007) DATE: DATE: l y ' q , /D APPROVED BY: DATE: (n ` N ell K ersten, P ubllo lileb APPROVED BY: DATE: e Ja anagar ATTACHMENTS: OR PER PLAN SOD 4 -TOPSOIL NEW sroEwaLK' SOD PATCHBACK DETAIL f- N701HVARIES 1� I MA7CHEXI5nNl��I NOTES: 4' CSTC 1. JONTAND FINISH AS PER STD PLAN F30.1040 2 COMPACT CSTC TO 92% OF OPTIMAL DENSITY PER MODIFIED PROCTOR TYPICAL CONCRETE SIDEWALK CURB AND GUTTER Storm Drain Pipe Schedule CB3 REMOVE AND REPLACE 27 LF PCC e e Name CURB AND GUTTER AND 14.5 SY PCC Offset SIDEWALK, STA. 37 +06 LT TO STA. -� From 37 +33 LT, MATCH EXISTING GRADE TG REMOVE AND REPLACE 6 SY SOD Location & Pipe Label Die. Material Length Slope ( %) Structure Invert Elev. Structure Invert Elev. Invert Revision P1 l0" PVC 22.5' 2% C81 2040.14 CB2 2039.69 2044.70 P2 10" PVC 14.3' 2% CB2 2039.59 DWI 2039.30 CO2 P3 10" PVC 22.8' 2% CB 2039.97 CB4 2039.51 H P4 10" PVC 14.8' 2% C84 2039.41 DW2 2039.11 L PS 10" PVC 23,5' 2% CBS 2039.80 CB6 2039,33 P6 10" PVC 10.6' 2% CB6 2039.25 DW3 2039.04 C136 P7 10" PVC 19.1' 2% CB7 2039.41 CBS 2039.03 Drywall PS 10" PVC 10.0' 2% CBS 2038.93 DW4 2035.73 35 +92.13 P9 10" PVC 14.0' 2% CB9 2040.26 CB10 2039.98 CO2 PIC 10" PVC 29.9' 2% CBIO 2039.88 DW5 2039.28 CO2 P11 10" PVC 14.5' 2% CB11 2039.26 CB12 2038.97 CO2 P12 10" PVC 21.0' 2% CB12 2038.87 DW6 2038.45 CO2 P13 30" PVC 14.9' 2% CB13 2038.90 CB14 2038.60 P14 10" PVC 14.0' 2% CB14 2038.50 DW7 2038.22 PIS 10" PVC 13.7' 0% DWI 2039.01 DW2 2039.01 CO2 PIG 10" 1 PVC 21.1' 0% DWS 2038.35 DW6 2038.35 CO2 ss�} ORPERPLW BARK II 2•I e GRADE < NEfy SMOOTH SIDEWALK BARK PATCHBACK DETAIL �I 4 �I I� � u! REMOVE AND REPLACE 8 LF PCC &P CURB AND GUTTER AND 4.5 SY PCC SIDEWALK, STA. 37 +71 LT TO STA. 37 +79 LT, MATCH EXISTING GRADE REMOVE AND REPLACE 2 BY SOD C131y - -- ----------------- - - - - - - - - -6n e e -- 216+e0 - "sA 6 2 1 0 �_ -W _. -m- PEDESTAL AND 2" CONDUIT TO BE INSTALLED t BY COMCAST CB3 REMOVE AND REPLACE 27 LF PCC e e Name CURB AND GUTTER AND 14.5 SY PCC Offset SIDEWALK, STA. 37 +06 LT TO STA. -� Structure 37 +33 LT, MATCH EXISTING GRADE Misc, Work REMOVE AND REPLACE 6 SY SOD C.8 5 E3 ADJ. GAS VALVE (BY OTHERS) B � - 6°w - - �' - °w - 18 +00 x - � � � f 0 nA --6 "eA - - - YJ "cbW- -- 31.23' LT I - -sn- -6•w - -e'w F,E G ® REMOVE AND REPLACE 8 LF PCC 4 ee CURB AND GUTTER AND 4.5 SY PCC / SIDEWALK, STA. 35 +88 LT TO STA. 35 +96 LT, MATCH EXISTING GRADE REMOVE AND REPLACE 2 SY SOD Storm Structure Schedule uQ Tit Tag Name Station Offset Rim Elev`" Structure Frame & Grate Misc, Work Location &Rim Revision 0 +00 g ADJ. GAS VALVE (BY OTHERS) B � ABANDON EXISTING DRYWELL CBI Catch Basin 1 37 +75.41 31.23' LT 2044.14 G H F,E MAT220+62.5, CB2 Catch Basin 37 +75.72 9,01'LT 2044.70 1 K L DWI Drywall 1 37 +61.09 8.96' LT 2044.67 M K K CO2 CB3 Catch Basin 3 37 +29.52 31.38' LT 2043.97 G H F,E CB4 Catch Basin 4 37 +33.32 8,91' LT 2044.53 1 K L DW2 Drywall 2 37 +47.62 9.03' LT 2044.62 M K CB5 Catch Basin 5 37 +10,29 31.42' LT 2043.80 G I F,E C136 Catch Basin 6 37 +03.33 8,73' LT 2044.32 1 K L DW3 Drywall 36 +92.88 8.81' LT 2044.33 M K CB7 Catch Basin 7 35 +92.13 25.38' LT 2043.31 G H F,E CBS Catch Basin 8 35 +94.02 8.98' LT 2043.81 1 K L DW4 Drywall 35 +83.71 8.95' LT 2043.92 M K C89 Catch Basin 9 37 +18.20 74.30' RT 2044.26 G H F,E CB10 Catch Basin 10 37 +13.58 61.07' RT 2044.63 1 K L CO2 DW5 Drywall 5 220 +53.52 36.00' LT 2044.20 M K CO2 CBII Catch Basin 11 220 +98.48 41.20' LT 2043.26 G I F,E 0812 Catch Basin 12 220 +93.86 27.26'LT 2043.58 1 K L CO2 DW6 Drywall 220 +72.58 27.02' LT 2043.76 M K CO2 CB13 Catch Basin 13 35 +90.58 69.63' RT 2042.90 G H F,E CB14 Catch Basin 14 35 +93.55 55.03' RT 2043.34 1 K L DW7 Drywall 36 +07.42 55.42' RT 2043.46 M K ' I AND SE FINAL RIM ELEVA ESCRIPTIONS. ION C87 --- y J � d ry I 1 � 0 1 1 - - E � I(I OI 3 � I ~I I + ,III II I I Stal 38+9.41 I) II r �I _ � _ MA H_EXISTIN P MENIf _ r I II m 2o� I �I CB2 I I� P2 r T I��TII � D 1 P1 S i" 4 2 1 I 3 B41 1 ' ® uQ Tit QD T j U 6!, W3 Q ADJ. MH, CB, & DW (TYP) ® r G I 0 +00 g ADJ. GAS VALVE (BY OTHERS) B � ABANDON EXISTING DRYWELL M PLUG EXISTING STORM DRAIN PIPE SAWCUrEXISTING PCC SIDEWALKAND CURB AND © I C GUTTERATEMSTING JOINT © INSTALL CS TYPE 1L PER STD PLAN B- 5.40 -00 I� II ( 1� 3 I II w I) I O I U NE CORNER SIDEWALK DETAIL SCALE 1 " =10' PEDESTAL AND 2" CONDUIT TO BE INSTALLED BY COMCAST SEE@ C1311 PEDESTAL AND 2" CONDUIT TO BE INSTALLED BY COMCAST , O u r - REMOVE 69 SYPCC SIDEWALK _-AND EXISTING RAMP \ INSTALL SIDEWALK RAMP WITH 3V RADIUS INSTALL 59 t SYPCC j SIDEWALK 'INCLUDING RA /MP��� //� REMOVEAND REPLACE A- 7z S ES14 TCH8ACK 17 SY - ' - Sta. 222+34.08 o BROADWAY - 224 +0� 0 ~ l� T - = - TT _ T LICE Ili- U�E C ©7 ILL I 3 T W MA T4:Fw Eli r ` S�_ �JF I y l II I Sta. 34 +56.50 I 3 W j SEE(j) C813 PEDESTAL AND 2" CONDUIT TO BE INSTALLED I I i BY COMCAST I CENTERIX5'DE7CTABLE ®WARNING PATTERN Q RAMP GUTTERUNE STA. 220+71.65,30.W RT ELW= 204321 II FOC DIMENSIONS =o � INSTALL28tSYPCC ,2a SIDEWALK INCLUDING I XI I REMOVE 50 LF E STING PCCCURBAND GUTTER S� INSTALL 50tLFTRAFFICCURB I ' T AND GUTTER PER SM PLAN SAWCUT EXISTING PCC SIDEWALKAND CURB AND GUTTER AT EXISTING JOINT STT35+66, 74.0'RT- I MATCH EXISTING dwe T ® REMOVE AND REPLACE 8 LF PCC CURB AND GUTTER AND 4.5 SY PCC / SIDEWALK, STA. 222 +14 LT TO STA. 222 +24 LT, MATCH EXISTING GRADE SAWCUTEMSTINGPCC SIDEWALKAND CURB AND GUTTER AT EXISTING JOINT STA.221 +18, 44' LT MATCH EXISTING GRADE • REMOVE AND REPLACE 2 SY BARK I -- -SR -I6 1 w -_�_ -- L - s - _-- _ -____- 0 Q INSTALL FRAME AND SOLID LID PER STD PLAN B- 30.70 -01, - it4sr zstLF LABEL "STORM" PE TRIAN CU Q INSTALL SPILL CONTROL SEPARATOR PER DTL 8/8 ® INSTALL DRYWELL TYPE B PER SPO. VALLEY STD PLAN S -101 TUMOVE28SYPCCSIDEWALK INSTALL FRAME AND SOLID LID PER STD PLAN B- 30.70 -01, // AND EXISTING RAMP LABEL "SEWER" REMOVE AND REPLACE 10 Y INSTALL MONUMENT CASE PER STD PLAN A- 10.30 -00 I SOD STRIP PATCHBACK REMOVE EXISTING TRAFFIC SIGN SEE 114 Q INSTALL CURB RAMP TYPE 1 PER WSDOT STD PLAN INSTALL SIDEWALK F40.10 -01 G pLi RAMP WITH 30' RADIUS ® INSTALL CURB RAMP TYPE 2 PER WSDOT STD PLAN F-40.12 -00 RNER SIDEWALK DETAIL © REMOVE EXISTING DRYWELL SCALE i " =10' 8 ° G ���' I ON 1, B� 30 20 10 0 30 1INCH= 30 Fi 0114 1 n5'10 I GWA POP I'll" of Spokane Valley PRO ECTNAME. TYPEOFIMPROVFAEN! SE Department of Public Works BROADWAY/ SULLIVAN SHEET 11707 East Sprague Avenue, Suite 304 9 0 e. PCC INTERSECTION 01". CWA IMIO SPOKANE VALLEY, WA. 99206 3 OF 26 REVISIONS APPROVED SMW 1/L019 (509) 921 -1000 eY" SIDEWALK & STORM DRAINAGE PLAN CALL BEFORE YOU DIG 1- 800-424.5555 REMOVEANDREPLACE5SY SAWCVr EXISTINGPCC 2 SOD STRIP PATCHBACK SIDEWALKAND CURB AND SEE 114 GUTrERATEXISTINGJOINT INSTALL 601 UP TRAFFIC CURB AND GUTTER PER STD PLAN F-10.16 -00 C RAMPGUTTERUNE STA.37+02.12, 81.41' RT ELEV.I 2043.91 Q CEMTERIX5'DETECTABLE WARNING PATTERN REMOVE SO LF EXISTING PCC CURB AND GUI-TER WORK ITEM LEGEND Q ADJ. MH, CB, & DW (TYP) ® ADJ. WATER VALVE (TYP) Q ADJ. GAS VALVE (BY OTHERS) © ABANDON EXISTING DRYWELL © PLUG EXISTING STORM DRAIN PIPE SAWCUrEXISTING PCC SIDEWALKAND CURB AND © ABANDON EXISTING CATCH BASIN GUTTERATEMSTING JOINT © INSTALL CS TYPE 1L PER STD PLAN B- 5.40 -00 MAT220+62.5, INSTALL RECTANGULAR VANED GRATE AND FRAME PER MAACIiEXISTINGG NG G RADE STD. PLAN B- 30.30 -00 INSTALL RECTANGULAR BI- DIRECTIONAL VANED GRATE AND FRAME PER STD PLAN B- 30.40 -00 K JQ INSTALL CB TYPE 2 WITH 48" MINIMUM CATCH PER STD PLAN - B- 10.20 -00 Q INSTALL FRAME AND SOLID LID PER STD PLAN B- 30.70 -01, - it4sr zstLF LABEL "STORM" PE TRIAN CU Q INSTALL SPILL CONTROL SEPARATOR PER DTL 8/8 ® INSTALL DRYWELL TYPE B PER SPO. VALLEY STD PLAN S -101 TUMOVE28SYPCCSIDEWALK INSTALL FRAME AND SOLID LID PER STD PLAN B- 30.70 -01, // AND EXISTING RAMP LABEL "SEWER" REMOVE AND REPLACE 10 Y INSTALL MONUMENT CASE PER STD PLAN A- 10.30 -00 I SOD STRIP PATCHBACK REMOVE EXISTING TRAFFIC SIGN SEE 114 Q INSTALL CURB RAMP TYPE 1 PER WSDOT STD PLAN INSTALL SIDEWALK F40.10 -01 G pLi RAMP WITH 30' RADIUS ® INSTALL CURB RAMP TYPE 2 PER WSDOT STD PLAN F-40.12 -00 RNER SIDEWALK DETAIL © REMOVE EXISTING DRYWELL SCALE i " =10' 8 ° G ���' I ON 1, B� 30 20 10 0 30 1INCH= 30 Fi 0114 1 n5'10 I GWA POP I'll" of Spokane Valley PRO ECTNAME. TYPEOFIMPROVFAEN! SE Department of Public Works BROADWAY/ SULLIVAN SHEET 11707 East Sprague Avenue, Suite 304 9 0 e. PCC INTERSECTION 01". CWA IMIO SPOKANE VALLEY, WA. 99206 3 OF 26 REVISIONS APPROVED SMW 1/L019 (509) 921 -1000 eY" SIDEWALK & STORM DRAINAGE PLAN CALL BEFORE YOU DIG 1- 800-424.5555 REMOVEANDREPLACE5SY SAWCVr EXISTINGPCC 2 SOD STRIP PATCHBACK SIDEWALKAND CURB AND SEE 114 GUTrERATEXISTINGJOINT INSTALL 601 UP TRAFFIC CURB AND GUTTER PER STD PLAN F-10.16 -00 C RAMPGUTTERUNE STA.37+02.12, 81.41' RT ELEV.I 2043.91 Q CEMTERIX5'DETECTABLE WARNING PATTERN REMOVE SO LF EXISTING PCC CURB AND GUI-TER