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12-187.00 WM Winkler: Sidewalk Infill Ph 1f7f 1'r M' CHANGE ORDER TO CONSTRUCTION CONTRACT NO: 12 - 023 DEPARTMENT OF PUBLIC WORKS PROJECT: Sidewalk Infill Project - Phase 1 CONTRACT DATE: 1 01112 01 2 CONTRACTOR: WM Winkler Company CHANGE ORDER NO: 3 CAPITAL IMPROVEMENT PROJECT NO: 149 BID NO.: 12 -023 DESCRIPTION OF CHANGES Change Order 3 adds a receiving ramp, modifies thesingle direction curb ramp at the NE corner of 19th and Pines to a Parallel Ramp project. This change order includes any additional time for driveway removal and replacement on Pines near 18th. In addition, this change order includes 1 irrigation system revision for minor revisions made at 12307 E. 19th and 12210 E. 18th. All compensation for all traffic control related to this change order is included. Concrete sawcuding is also included for the 4th cut made by Winkler at the Northwest comers of 23rd, 22nd and 21 st on Pines. This change order also deletes Item B -9, as the 6" existing top course was in excellent condition and well compacted and Winkler requested that we didn't remove and replace it. Item No. Description Unit Quantity Unit Price Total B -9 Crushed Surfacing Top Course, 6" Depth SY -445 $21.00 ($9,345.00) A-8 Remove PCC Sidewalk and Driveway Approach SY 11 $10.00 $110.00 A -9 Remove PCC Curb and Gutter LF 42 $8.00 $336.00 A -18 HMA. CL 112" PG 64 -28, .25' Depth SY 18 $28.75 $517.50 A -39 Irrigation System Revisions EA 1 $600.00 $600.00 A -55 Cement Concrete Pedestrian Curb LF 330 $16.00 $5,280.00 A -56 Cement Concrete Curb Ramp, Parallel -Type A EA 2 $950.00 $1,900.00 A -57 Painted Crosswalk Line SF 192 $5.00 $960.00 A -58 Force Account Work for Fence and Rose Bush Removal FA EST $300.00 $300.00 A -59 Concrete Sawcutting LF -IN 70 $1.10 $77.00 A-60 Modular Block Wail SF 160 $42.56 $6,809.60 A-41 Permanent Signing LS 1 $1,312.00 $1,312.00 A -3 Temporary Traffic Control LS 1 $180.00 $180.00 Total Amount of this Change Order( incl. Tax): $9,037.10 SUBSTANTIAL COMPLETION Original Date: 11!9!2012 Prior to this Change Order: 11/1612012 Including this Change Order. 1 21412 01 2 Prior Working Days: 32 Working Days Added by this CO: 2 Working Days including this CO: 34 THESE CHANGES RESULT IN THE FOLLOWING ADJUSTMENTS OF TOTAL CONTRACT PRICE: RECOMMENDED BY: i61 i 41" '" ' ORIGINAL TOTAL CONTRACT AMOUNT ._._____......_.._..__._.._.. .._.._......_.-._..._...._..._. .$ 477,235.50 TOTAL PRIOR CONTRACT CHANGE ORDER AMOUNT $ 461.00 TOTAL CONTRACT PRICE PRIOR TO THIS CHANGE ORDER $ 477,696.50 NET THIS CHANGE ORDER $ 9,037.10 TOTAL CONTRACT AMOUNT INCLUDING THIS CHANGE ORDER $ 486,733.60 CONTRACTOR ACCEPTANCE: DATE: 1?-- 12.- I Z.. The contractor hereby accepts this adjustment under the terms oVe original contract for all work performed. RECOMMENDED BY: i61 i 41" '" ' DATE: Z APPROVED BY: DATE: ATTACHMENTS: Revised Plans and Additional Specifications Distribution: ORIGINALS TO: Contractor, City of Spokane Valley Clerk's Office, PW Project File COPIES TO: PW Project File P..PoY.. Ra'Ys;P,yrnasnv�0 ire' � -'. C�o12-1S -� 8 -24 SEGMENTAL CONCRETE MASONRY RETAINING WALL 8 -24.1 Description The segmental concrete masonry retaining wall work includes, but is not limited to: excavation, furnishing and installing leveling pad; furnishing and installing segmental concrete standard and cap units, furnishing and installing shear connectors; furnishing and installing unit fill and, furnishing and installing backfill in accordance with the Plans and Specifications, or as designated by the Engineer. 8 -24.2 Materials Segmental Concrete Standard Unit: Standard Units shall have the following nominal dimensions: Height 8 ", Face Width 18 ", Depth 18 ". Standard Cap Units shall have the following nominal dimensions: Height 4 ", Face Width 18 ", Depth (transverse to face) 10 -1/2 ". They shall meet the requirements of ASTM C90 and have a sculptured rock face or split face finish. The units shall be tan or earth tone in color. All units used shall be homogenous color and finish. The Contractor shall submit manufacturer information showing the shear connectors have a shear capacity of at least 500 pounds per linear foot of horizontal shear between each block of each course. Base leveling pad material and backfill shall conform to Section 9- 03.9(3) crushed surfacing top course (CSTC). Per our site meeting 8 -24.3 Construction Requirements 8- 24.3(1) Quality Assurance The completed segmental Concrete unit wall shall meet the following tolerances: Wall batter shall be near vertical. 2. The exterior slope plane and grade in the finished surface of the wall shall be within 0.33' in 100 feet of length. 8- 24.3(2) Excavation The Contractor field verify the location and elevation of the wall. Prior to excavation, the contractor shall verify with the Engineer final grades and elevations. Excavation shall be to the verified lines and grades. 8- 24.3(3) Leveling Pad The leveling base pad shall have a minimum thickness of 6 inches and be compacted to a minimum of 95% of modified Proctor. The leveling pad shall be prepared to insure full contact to the base surface of the segmental concrete units. 8- 24.3(4) Segmental Concrete Unit Installation The first course of segmental concrete units shall be placed on the leveling pad and checked for alignment and grade. Position vertically adjacent segmental concrete units as recommended by the Manufacturer. Whole, or cut units shall be erected with running bond approximately centered on units above and below. Cap units shall be glued to underlying units with an adhesive recommended by the segmental unit manufacturer. 8- 24.3(5) Segmental Concrete Unit Backfill Wall backfill placement and compaction shall be completed in 8 inch lifts after each course is laid. Topsoil shall be placed over the backfill to match the cap rock elevation as shown on the appropriate section in the plans. 8 -24.4 Measurement Segmental Concrete Retaining Wall shall be measured by the installed square foot of vertical face. 8 -24.5 Payment Payment will be made in accordance with Section 1 -04.1 for: Segmental Concrete Retaining Wall, per square foot. The unit contract price for Segmental Concrete Retaining Wall, per square foot shall include the cost of loading, haul and disposal of all excavation; furnishing and installing leveling pad and backfill, furnishing and installing segmental units with shear connectors and cap stone adhesive; placing topsoil and re- grading top of wall slopes prior to hydroseeding. 1 DIVISION 8 MISCELLANEOUS CONSTRUCTION 2 3 8 -14.4 Measurement 4 5 Add the following: 6 7 "Cement Concrete Curb Ramp Type, Parallel - Type A" shall be measured per each. 8 9 8 -14.5 Payment 10 11 Add the following: 12 13 The unit contract price per each for " Cement Concrete Curb Ramp Type, Parallel - Type 14 A " shall be full pay for furnishing and installing a parallel curb ramp with detectable 15 warning in accordance with WSDOT Standard Plan F- 40.12 -01 at locations shown on 16 the plans. City of Spokane Valley Change Order 2 Specifications Sidewalk Infill Project — Phase 1 2 SVPW Bid No 12 -023 7 s mAN! XONIZO`ITAL ALIGNMENT AND PROFILES ELEVATION IS BASED ON THE FRONT FACE CURB AT THIS OCATION g• \ .� ,f• 7 BARK 2- RIVEN ROat •UNLESS —E—S, 5H0MN ON PLANS -UNLESS OTHDTMiSE SHORN ON PLANS to BARK PATCHBACK n RIVER ROCK PATCHBACK H9 - NM 2i METAL GRATE TYPE 3 (LOW POINT) - cosv sro s-1zz 22 .OSY STD RYWELL FRAMES AND GRATES C 5-10a • UNLESS OTHERMISE SHORN ON THE PLANS z DRIVEWAYAPPROACH 16 r PROJECTED / i0P Oi CURB APPROXII.IAIET.Y e' ELEVATIav EXPANSION JOINT 4 3•- ].5.2� I/ 1 /2'UP CURD AT POLE. n PROTECT POLE. - -nf-T�e. CURB RANPNC UP OfgWWAY AREA. CON95TANT NTH -DOT STD PUN F- 40.12 -01 3. PO RTIANO CENT wNwETE SHALL BE CLASS 3000, NR e' PORTLAND ENTRAINED. CEMENT CONCRETE \ CALL E NAL EDGES TO BE TROM UD WTH 1/4' RADIUS EOGEN. PARCEL• 4526I.0205 4' COMPACTED wrc XONIZO`ITAL ALIGNMENT AND PROFILES ELEVATION IS BASED ON THE FRONT FACE CURB AT THIS OCATION g• \ .� ,f• 7 BARK 2- RIVEN ROat •UNLESS —E—S, 5H0MN ON PLANS -UNLESS OTHDTMiSE SHORN ON PLANS to BARK PATCHBACK n RIVER ROCK PATCHBACK H9 - NM 2i METAL GRATE TYPE 3 (LOW POINT) - cosv sro s-1zz 22 .OSY STD RYWELL FRAMES AND GRATES C 5-10a • UNLESS OTHERMISE SHORN ON THE PLANS z DRIVEWAYAPPROACH 16 t5 CURB STAKING DETAIL - NISI 2D METALGRATETYPEI(BYPASS) COSY 610 5-131 V SECTION A -A APPROXII.IAIET.Y e' GENERALNOTES �Q21 I. EXPANSION JOINT MATERIAL SRALL BE PLACED IN THE CENTER ' OF ALL ORIYEWAY9 OVER 20' IN W.DTN. CURD AT POLE. n PROTECT POLE. Z MANW4 JOINT REWIRED IF POUR INCLUDES AOOIDONAL CURB RANPNC UP OfgWWAY AREA. CON95TANT NTH -DOT STD PUN F- 40.12 -01 3. PO RTIANO CENT wNwETE SHALL BE CLASS 3000, NR AND ADA wroF]1NE5 ENTRAINED. SAMCUT PER STATION CALL E NAL EDGES TO BE TROM UD WTH 1/4' RADIUS EOGEN. PARCEL• 4526I.0205 S.90EWALI( TO BE SCORED EVERY s'. J/IP EXPANSION JOINT TO BE INSTALLED AE LOCATIONS WNFRE SIDEWALK INTERSECTS 0 E 9VEWALKS AND DRI -NAYS. IL MIN. 4' IN" CRUSHED STIRFACING TOP COURSE LAYER 8- CONPACTED UNOFR DRIVE APPROACH AND CURB, NAIVE SOIL COLIPACIEU TO Z. ITS Y OF DRIVE APPROACH (AT CURB 9DE) SHALL BE TIOCKENED TO MAIN BOTTOM OF CURB. t5 CURB STAKING DETAIL - NISI 2D METALGRATETYPEI(BYPASS) COSY 610 5-131 V I/ MIA PATCHSACK APPROXII.IAIET.Y e' Lu �Q21 1S END PEDESTRIAN [, CURD AT POLE. n PROTECT POLE. CURB RANPNC UP CON95TANT NTH -DOT STD PUN F- 40.12 -01 AND ADA wroF]1NE5 O SAMCUT PER STATION LL PARCEL• 4526I.0205 axe ws I. MIM ASPHALT CO STEW L t DAMN M. 12221 E. 19TH AVE NRBINO XMA PATCHBACK BEGIN REMOVAL OF 15 CURBING, TYPE B. REMOVAL MOM TO BE DETERMINED IN TXE f1.& Q RECONS=1 CURBING WE TO ELEVATIONS C .M-CV TED IN THE FIELD To NEW RAMP 2 1� g INSEALL RSDDT -- EGSANG EDGE OF CEMENT CONCRETE T AND INSTALL LIMA CURB RAMP, PARALLEL CK TYPE'A STD PLAN F- 40.12 -OI.M RANP APPROXIMATELY NT -I 12221 E. 19TH AVENUE SLOPES TO MEET AM WIOUNES 2a CURB RAMP AND CROSSWALK COT NR BE I'D t SIDEWALK - cosr sro R -IOJ CATCH BASIN, TYPE 1 COSY 510 5 -113 SINGLE DIRECTION a TYPE 'A' CURB RAMP nmr sro P1AN F-a.16 -o1 s CURBING,ITYPE "B' cosy sro R- oz G0.4GRElE ♦' CONPAClEO CSTC e CONCRETE PATCHBACK z TOPSOIL NINLFSS OTHER W SHOrN ON PUNS tt TOPSOIL PATCHBACK xrs SOD z• TaPSaL COMPACTED TO 85% OF MODIFIED PROCTOR MAK DENSITY g SODPATCHSACK - xrs CONTRA A SHALL RANI SOIL AND REMOVE STONES AND CONSTRUCTION DEARS -UNLESS OTHER— 5HOMN ON PLANS B HYDROSEED PATCHBACK nls t2 TYPE'A' DRYWELL - COSV Sro 5-102 is TYPE'B'DRYWELL cosy sro _. oz 1I Lu �Q21 NnTl c c Sai [, COMPACTED TO 93% M PROCTOR NEDEO MA% DEN9tt GRAVELPATCHBACK Ts O SAMCUT PER STATION LL AND OFFSET SHORN 3' NINA ON THE PLANS 7 L O 8- CONPACTED CSTC NAIVE SOIL COLIPACIEU TO 95% OF MOOIRED YNOCTON NAX OFNSItt it1 HMAPATCHBACK /WIDENING R� nA99 0 v�MA.A SPAN IroAV ro ra 1 A 'n�M ^Tm Y. RD.P,Mr RN ww IK I OK tB TYPEIMAILBOXSUPPORT PAHP'NrY°�.� z s1D PLAN x- TDao -DO ___ -E TO a STORM DRAINAGE STAKING/PLACEMENT ____ \ WIN I* TO CATCH BASIN - N6 ' ` f RIM I' BANOLNC DaOL (2) EPOxr AHa10R is 500 PATCNBACK TO , FRIEND CURET PIPE PIGH7 OF WAY UNE IU.IA PATCHBACN 10 MATCH e ^ ; A INTO CATCH tlASIN B v -� AND CRwi pATCHeACK i 12' K Iz• K 1Y \ SDRJS PYC TEE ; \� L CURB RUSH MiIM ASPHALT PARCEL: 45281.0201 RENSKEAIS. JASPY 3 A ( L J IWOEM. N wiUNE OF [� _ _ IzzlO E IBTN nVE. Q DElEM RAMP, � SINGLE A CONCRETE a SPILL CONTROL ®PATGI eACN O SEPARATOR ( 19 S CO. RAMPING UP CONSISTAHT RTTH WSOOT STD PLAN F- 40.18 -0 I AND ADA GNDEUNES d Q O AVEL TCHBAQ<e ... 12210 E. 18TH AVENUE DRIVEWAY I EXTENDED Pa i ,fill a SINGLE DIRECTION CURB RAMP - Nrs GILBEAEYtE Y000p IdOMZ� aY M sErL,,. ran IAWw,AZ SIDEWALK INFILL PROJECT ofm +s r' xrs 1Dlml2 Nero woQe>.a X nAx Rm, A�ISk8118 NTa [.M SPViN APwA PD. Ia DETAILS nTRwe m «® m jValley 3t0f �wi> 6i = 000" a PINES RD • 16TH AVE TO 24TH AVE 24 12221 L 191H AVENUE PARCEL 45281.0203 SAWOJT AP 4 WRB RAND AND UOSSY7AlR PARCEL: 4 -1 -02" SKIN. ODYNA LIAE STA 8349412. 11£YAND. CORY 4 830 S. P \R PARCEL' 45281.0202 COS 1902 I PINES LCHR, CHARLES H. I BERYL E. " LT 7 1012 S. PAVES r STA 0410.00. 2 COSY DRIVEWAY PHALLI: UA/C001D 4 INSTALL 1YSD0T TYPE a6' LT F.D. 7 f AP 4 APPROACH W NARSHALL. JDUA /CAVPBELI, �W 01. Tin e A 9DE1YAtlf RAMP PARCEL 4SIB1.0205 7 STA ]M3d62. CL STAAMON- 771+00.22 SCOTT COX• STEPHEN L tr 10' F a8' LT y/ 12221 E I13f AVE A6' LT PARCEL 45281.0601 13231 E. 191! AVE. 3AWWT 2LOB IF OF PARCEL: 45281.0201 I NAl1ACE, SHERI L Wi%Jf STA76+3627, EJ23TIN0 OEM PENSXEA4 ON A A Q I 1 12220 E. 19TH A- I L.21.76' 4.6' LT �E AT E)OS11N0 ANE A. . I 1 T STALL W50OT I R -245' 12210E 18111 AVE. W 1 4 A 9DEW RAIN I 22 I 3AMCUT M 9TA70! 1.89, WILT AP y I 1 SANOI 8 m I B4+YQ73. ,0' LT 1 SAWOUT STA ]3192.5{, EIS/ •(i I SAWCIIT M �I1 61 Ap STA 72 +]20$ 3A' LT 9.2� I \ 36 LT+39.24 Yl031' / :7 3AWNT \♦\ - 0O1 7l __ __ -ALL __ -_ -_- �GASCAS - a 00.5 DY® PINES • P 2 '• • SAW'd1T o- I �1.,yJ R-2d0' COSY RIYEWAY 1 4 : tiF} - . WORT AP PARCEL 452722244 1 V �' INSTIL' MSDDT 71PE APPROACH d3LAl1 M°D0T 0 2 ids. SAIINT�M 1 OM SDE1V STA 73+12W9r 4 A SOEWAMC RAMP THROAT NiDTH -10' 10• Q STA 70101.09, e AREA - 117.10 BY a6' LT NRENN, STAG L 3 ¢ A SOIIV RAMP 123D0 E. IOM AYE OL SYAROR- 02+]x88 4.0' LT REMOVE DOMING � � DYE EXISTING e e e A70 AP a W3V TYPE 'B' F 4 STA 70161.09, 300 5 WR0. 31 !f CURB, 31 V 4 REMOVE [10518!0 E 4 PARCEL 45272.213] CUR0. 20 V M9TALL W3DDT LIFE RFYOYE FASWNO STA 73+10.80. PRETE. JOHN tr SALLY K A PARALLEL RAMP WPB, 141 EF a6' LT 12705 E. 2071 AVE. eC0EA SID SA�IT COJ REMOVE E70STW0 9AMCUT W"T STA 61 PWL50N. RONALD M STAA�70+W L-4gp7• COSY DR!"AY WRB, I34 lF eA SIDDEW'A�K RAMP— STA 73+7403 STA 01 +00.74. q CO!V 500.24 SY a6' LT 12308 E. 111H AYE. a6' LT 2 APPROACH 4 R�20.6' GM 6AWWT ®ODSV TYPE 'B• CRIB ¢ THROAT ON-71 2Y STA 0I+00 SA STATION- 71+08.00 PARCEL 452721245 Y OUT AP STA 70!00 E STIR 10.30 V A ASREY, E. 151LEY lY. STA 01+00. PARCEL• 13272.2152 EASNNO DOVE NAIOI 12300 E IBIn W. a6' LT PR12305 E !JON AVE. K XON2 LRCJOHN T tr 2THUOY 4 EDGE. AT ExIS11N0 12J0> f. 19M AYE. 30 13 D 30 80 PROF1lE R NO LONGER • CONTRACTOR TO COORdNATE APPMCABIE NATCN 70 EMSTNG WTIFR EIEVATON9 DRIVEWAY H AND Esmiiiiiiiiii SCHOREWT PRO PERTY OWNER SCALE LEFT CELT ....... ....... ... �R. �..... .. .... .. .. .. .. .. .. ,n..... y{m .$$. ♦�' . .{.: �° ...... ...... .. .� -$.� 'x FIMSN. Q� 3� ^ $� ...'i$, q. .. ��..g'° w'S + ,ti. .� �r O'TOPiACE .Yi. 1 �SW,1 �1 .Y�j,', rry� ^ .. .eN �. ?. n n n OR OJPB �G FG tl��G' .... .�a Fa .. .4 FFACtEn � � �� +�' t�iGi �Gr }}�rYi} cl.: ..... ... .. ...... ... .... ..�3ox _ D .. .. zo9 2D90 - _ - 2x90 .._.. .... ....... . ....... � s.1sx ..... ....... .... .... ....... z.zo ... ....... � - e:3Tx.. a:osx � ' .0 47x.: ..... . M ....... .7 x L1.96K . ..... .. ....... ....... ..:. ... .. ... .. ... . 1t _0.22x. . L_0.90x ¢ EMSTNG F OUND...... ...... ...... 16 . EXISTR GROUND ..... .. . d .:::: ::..::. ::..:.. °R.:.:.:. ..:.... $ :...... sI.OG 62 +00 6,1.40 84.00 70+01) 11+00 72+00 7100 SIDEWALKS SIDEWALKC SIDEWALK NOTES: KEYNOTES: LEGEND O SIDEWALK TO MNNTALN A MINIMUM OE Ix O CONTRACTOR 70 NOTIFY ALL RESIDENTS 24 AND A MA UMUM OF 2x CROSS ROPE HOURS PRIOR N2 DRIVEWAY ACCESS BEING O1 RELOCATE MAIL 00X, INSTALL W5D0T TYPE 1 ASPHALT ROADWAYe TOPSOIL PATWBAG( 1T EXCEPT WHERE WHO INTO 170SIIN0 RESTRICIE0 OR LIMITED WE TO POURING Q ¢ ¢ ON AND ROADWAY SLOPES. CURB OR DRIVEWAY APPROACHE4 NALL80% SUPPORT IVEWAY CONTRACTOR TO TRANSITION WALKWAY O2 REMOVE AND FILM VEGETATON PAID UNDER 10 LAVER RoEK 17 CROSS SLOPE TO CONFORM TO EXISIMC OS STORM DRAINAGE MPROVENENTS. CUR9 AND MOVE O AND MR WOETA ® HNA WIDEMNO PAKH 4 ¢ DRIV'EW'AYS AND NTERSECIION CROSS CUTLER MSTALLATION AND PAYFMENT PATCH SLOPES BACK YORK !UST BE COMPLETED PRIOR ro BONE LIE -B- WORK, ROAD GRIND AND OS ADJUST WATER VALVE SOD PATCHSACK a CORdRE,E HARDSCAPNG 4 Q CONTRACTOR ro VERITY DRIVEWAY OVERLAY. R',•" •,., 4'y 4 ELEVATIONS AND SLOPES PRIOR ro © ADA13T MANN0.E. CATCH BASAL. DRTWIIL CONSIRUC110N. NOTIFY ENGINEER AND GRAVEL PALCNBAIX 7 - - - TCAP BWNDMY PERFORM A SITE WAIL( WITH THE PROF 3O REFAIR/RESTORE MOATIM SY31VA ¢ ENGMEEFL .7s O PROTECT RETAINMO WALL B O ENSURE ALL SOEWAIN. DRIVEWAY 09.YJLt40 I..I rL SM O PROJECT E%ISTIEKl UTILITY POLE MDRDSEE0040 I.IJACK e 'A REQUIREMENTS ANDS OEWALK RAMPS MEET 1G� O PROTECT [COSTING FENCE Ru BARK PATCHBACK 4 C41LBEf0REYWpp Id904t45tT0 AGxsT WATER MEFEA Box Tdl H>9Hen. rr.F IAPw mM SIDEWALK IN FILL PROJECT 9N1Wr 10 1: s1rAET '._•_•-H 0119 1' -b' __.... _.. C9PRr _ -_ E.eeARNNit9e kill _.__..... ®4e rt. eRme R. Y 1� 4g]9 5 +00 PARCEL: {5261.1644 nO.NANUE. P. E. op' PARCEL: 452)2.:612 O]I CONNELL NANCY J 12305 E SDUTNWOOD LN. 1 1 M 1 4 iV —. srA I i PARCEL: 452]2.2244 WNCNN, Y 123C6 E. 20M STAG AL. VE I II CONSTRUCTION NOTES O1 NSTALL 1B' BIDE PAINTED STOP LINE, PER WSDOT STANDARD PLAN M- 15.10 -01. ONSTALL B' WHITE "OE LANE PAINTED SOLID UNE. PER WSDDT STANDARD RAN M- 20.10 -01 OINSTALL 4' YELLOW PANTED DOUBLE CENTER UNE. PER WSOOT STANDARD PLAN N- 20.10 -OL OINSTAL. 4' YELLOW PAINTED TWO -WAY LET TURN CENTER UNE (5X70, PER WSOOT STANDARD PLAN M- 20.10 -02. OS INSTALL TYPICAL WHITE PAINTED TRAFFIC ARROW. PER ABOUT STANDARD RAN M- 24.40-01. OB INSTALL PNNIED BICYCLE LANE SYMBOL LAYOUT. PER WSOOT STANDARD PLAIT M- 9.50-01. SYMBOL IN0.UDES BIKE RIDER SYMBOL ONLY, NOT BIKE LANE ARROW DETAIL OT INSTALL sma SIGN. PER COSY STANDAIN PUN R -140. O INSTALL 4' WHITE PAINTED SOLID ME. PER WSOOT STANDARD PLAN M- 20/0 -02 OINSTALL CNOSSWALK. PER WSDOT STANDARD PLAN N- 18.10 -01. CO] PARa - 45281.1501 FULLER, CHERYL A. 12222 E. 22ND AYE I C GENERAL NOTES LEGEND 1. ALL PAVEMENT MARKINGS SHALL BE PAINTED AND INSTALLED BY CONTNNCTOR. 5 MUTCD SIGN AND LABEL I' 2. ALL SIONNG SHALL BE INSTALLED PRIOR TO 1, W4 -2L OPEMIND ROAD. 3. EASTNO PAVEMENT MMp CS AMATT PB`0 ECT t SIGN LOCATION AND DIRECTION UNITS. _- PROPOSED PAVEMENT MARNiNG 1 SIGNS INSTALLED N CONCRETE SHALL HAVE _ _ REMOVE FASTING STRIPING UNITS SLEEVE INSTALLED WITH MARION STEEL RIB -BAK POST PER CITY OF SPOKANE VALLEY STANDARD RAN NO. R -H0. 5. ALL SIGNS SHLL DL PA UP E CI. Y VALLEY STAND D N R B. SIGN BRACKETS AND POSTS SHALL CONFORM TO SPOKANE COUNTY STANDARD DRAWING A -IBA AND A-18B. T. SAYE ALL SIGNS AND POSTS TO BE RLMOVED AND RETURN TO CITY OF SPOKANE RL'@ONS VALLEY. ME Al- al PARCEL 45272.2517 NON , JOHN T. k TRUDY A 1221OJ E 19M AVE PARCEL: 45281.0 - 1—YER, SCOTT ANTDYY W/^ v! 5W L a I O I u— l O U PARCEL: 45261.0201 RENS'4ER5, JASPY A S .IULE G. 12210 E. IBTH AVE 1' //-- �320RL1� , EIRE you FB -mmzS PARCEL: 45281. 0] I L VCHGT. DEB H I I W IT225 L 1 H A' PAS.ER: 4 1 .02.1 O PARCEL 43TN1.0102 RENSNERS, JASON J. h CA1612 S. ANNA C JOVE IJ. $TA CO.. 1612 9. P VES PARCEL: 45201.0101 17210 E. 1aM 0.VL 1REICHEL, GREGG Y 8 Q PARCEL: 452B1.Ot03 PARCEL 45281.010+ YVONNE PRESERVE AND PROTECT INSTATE YELLOW PARCEL 45281.0108 RICA!l.0.Y, KR11E D. WOPEZA. ERMN L 8: SIGH BEE SPEED UNIT 16DO S. RNES W -11 -2 CRWSE, DIANE T. 17C6 9. P�. s PMCEL 45261.0103 � W C0.v51RUANCRONPoNG W -18 -8P 1]t0 S. PINES SHBU D ORSBURN, LYNDA J SIGN BEHIND OACN OF STA N +]8.23 1626 S PIKES. 1818 S. PINES 9ilA 29f2338 I-1-- {(- TA 31+81.79 ; O 9 ,'L MD POST. J L J L -- �L -- -- -- -- -- 1 LL 9A 10' 2.0 25 +00 O 2 H 0 2)+00 O 2e +00 Z9HOD10' ]0+00 O 31ap0 � � _ _- g STA 23+5390 10.3 PINES -' - " --- -'- rRELOCAIE - -- - -- ------ -' -- -- z zSTA 2] +00.81 51 +80.18 STA 29 +43.] ' R] -9A O9 IEF. 4• STOP MEAD STA 23+38.02 PMCEL: 432]2.1144 PMCEL: 432]21142 BLACK, RACHAEL 1. D BACK OF GLASC0. J L & J E PMCEL: 452]2.114] 1]II 5. P.vES 12305 L IaTH AVE. DANIEL DAN. D 1.18 PMCEL 452]210]! GTY OF SPOKANE VALLEY 1]19 5. PATES NP AND PARCEL: 452]2.10]2 1609 S. P.- E SINS UK6, RONALD L REMIND BACK Of GORE 1615 1 LANES i STA 2]+58.3] PMCEL: 452]2.1033 LPLELL. ,/'.- 1613 S PINES CONSTRUCTION NOTES OI INSTALL IBr WIDE PARMI STOP LINE. PER WSDOT STANDARD PUN M- 13.10 -01. O2 INSTALL W WHITE BIDE LANE POINTED SCUD ONE. PER WSDOT STANDARD PLAN M- 20.10 -02. OINSTALL 4• YELLOW PANTED DOUBLE CENTER UNE, PER WSOOT STANDARD PUN M- 20.10 -Dz OINSTALL e YELLOW PAINTED IWO -WAY LEFT TIgN CENTER LINE CAOPN PER WSOOT STANDARD PUN M- 2O.tO -02. OINSTALL TYPICAL WHITE POINTED TBMYIC ARROW, PER WSDOT STANDARD PLAN M- 24.40-01. OB INSTALL PANTED BICYCLE LANE SYMBOL LAYOUT. PER WSCOT STANDARD PLAN M- 9.30 -01. SYMBOL INCLODES BANE RIDER SYMBOL ONLY, NOT BIKE LANE ARROW DETAR- TO INSTALL STREET SIGN, PER COSV STAN DARD PLAN R -ILO. O INSTALL 4• WHITE PANTED SCUD LINE PER MOT STANOMO PUN M- 20.10 -02 GENERAL NOTES LEGEND 1. ALL PAVEMENT MARKINGS SHALL BE PANTED 4. AND INSTALLED BY CONTRACTOR 55 MO- SIGN MD LABEL 2. ALL -NO SHALL BE INSTALLED PRIOR TO W4 -M. OPENING ROA0. 3. MATCH PAYMENT NMKINT VAATKPRO. TO t SIM LOCATION AND DIRECTION LROM PROPOSED PAVEMENT MAW" 4. SIGNS INSTALLED N CONCRETE SMALL IUVE - REMOVE E2 mo STRIPING LIMITS SLEEVE NSTALIED WITH MARNRI STEEL PoB-BM POST PER CITY D< SPOKANE VNIE'I STANDARD PUN NC R -140. 8. ALL SIGNS SMALL BE PER CITY OF SPOKANE VALLEY STANDARD PLAN W. R -140. 6. SIGN BRACKETS AND POSTS SHALL CONPDM 10 SPOKANE COUNTY STANDARD ORAWJIO A -16A AND A -16M - ]. SAVE ALL SIM N BE REMOVED AND RM N$ RETURN N MY OF SPOKANE VALLEY. a ' 0311R'G� al