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HomeMy WebLinkAboutC199 - AS BUILT PLANSCITY OF AUBURN KING &PIERCE COUNTIES, WASHINGTON 2011 / 2012 CITYWIDE SIDEWALK REPAIR PROJECT CITY OFFICIALS Peter B. Lewis Mayor Dennis R. Dowdy, P.E. Director of Public Works Dennis L. Selle, P.E. City Engineer Assistant Director of Public Works Seth Wickstrom, P.E. Project Manager CITY OF s: WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Main Street Auburn, Washington PROJECT NO. CP1 112 CONTRACT NO. 12 -09 KING COUNTY PIERCE COUNTY VICINITY MAP NOT TO SCALE DRAWING INDEX Sheet 1 -Cover Sheet (This Sheet) BRANNAN PARK COURSE Sheet - Sheet AUBURN j MUNICIPAL w� AIRPORT z - - - NE, Construction Plans Sheet aY u "R" PI SE & .b L7 .b 3MTH It 5 - ;$ AUBU F1H1G Sheet GREEN RIVER 32nd St SE & 33rd St SE, Construction Plans - 5 COMMUNRY Sheet 8 - Olympic St SE COLLEGE MT VIEW CEMETERY - 4t SE �N t a _ - STATE HWY .`ICI T SE 51JPEP.MA ROJEC I C' TY O F AUBURN SITES MUCKLESNOOT CA51NO CITY CITY 80EINI - INDUSTKIAL - - ALGONA AUBURN GAME FARM , E�W SON R AN - 9ti CITY ±Qty PACIFIC �,P{ D 53RD ST S KING COUNTY PIERCE COUNTY VICINITY MAP NOT TO SCALE DRAWING INDEX Sheet 1 -Cover Sheet (This Sheet) Sheet 2 -Plan Sheet Location Map, Legend, General Notes Sheet 3 - Harvey RD NE, Construction Plans Sheet 4 - "R" PI SE & 29th St SE ,Construction Plans Sheet 5 - Harvey RD NE, 30th St SE & 31st St SE Construction Plans Sheet 6 - 32nd St SE & 33rd St SE, Construction Plans Sheet 7 - "O" St SE & "R" St SE, Construction Plans Sheet 8 - Olympic St SE &West Main St, Construction Plans n 4 nn V 1 00 1 No. I Date LEGEND_ ITEM I EXISTING CEMENT CONCRETE SIDEWALK OR DRIVEWAY TO BE REMOVED AND REPLACED ASPHALT PAVEMENT OR SIDEWALK OR DRIVEWAY TO BE REMOVED AND REPLACED CURB AND GUTTER TO BE REMOVED AND REPLACED CONSTRUCTION NOTE SHEET NUMBER & APPROX. AREA BOUNDARY ❑0 flrAJ NEW CONSTRUCTION ACP ASPHALT NO., # NUMBER APPROX APPROXIMATE PCC, PC PORTLAND CEMENT CONCRETE CoA CITY OF AUBURN PROP PROPOSED COMM COMMERCIAL DRIVEWAY PP UTILITY POLE CSBC CRUSHED SURFACING BASE COARSE RC REINFORCED CONCRETE CSTC CRUSHED SURFACING TOP COARSE RES RESIDENTIAL DRIVEWAY DET, DTL DETAIL RT RIGHT DWG DRAWING ROW, R/W RIGHT -OR -WAY EA EACH S SOUTH, SLOPE EOW EDGE OF WALK SHT SHEET EX, EXIST EXISTING SPEC SPECIFICATIONS) EXT EXTRUDED STD STANDARD IE INVERT ELEVATION yW/ NTH L LENGTH WSDOT WASHINGTON STATE DEPT LF LINEAR FOOT 10th OF TRANSPORTATION LS LUMP SUM w LINEAR FOOT LT LEFT SW w Z N NORTH h��y GENERAL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE WSDOT 2010 EDITION AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN's STANDARD DETAILS. A COPY OF THESE APPROVED PLANS AND APPLICABLE DETAILS SHALL BE ON SITE DURING CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS. ANY LANDSCAPING MATERIAL DAMAGED OR REMOVED SHALL BE REPAIRED OR REPLACED AND ESTABLISHED 4. BY THE CONTRACTOR IN ACCORDANCE WITH SECTION 8 -02. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER 5. RUNOFF BY USING TEMPORARY DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE Drawn LC 02/12/2012 DRIVE C7 Z z 0 av These drawings conform to the Contractor's construction records. Drawn By: Date Reviewed SAW 03/16/2012 Approved 1MG 07/09/2012 F SCALE: NTS ONE INCH AS DRAWN E WAY SW Ov w w v Construction Inspection - UD 8th File: ca z a t SW STATE z RMALL g 7 14th ST 15th ST N th E" 14th ST NE DRIVE w w 9TH z ST NW W F Z F ST E WAY SW W x U) g 7 14th ST 15th ST N th E" 14th ST NE DRIVE w _ 2) 9TH z ST NW W F Z F ST E 8th Z Z 13TH W x U) UD 8th NE 5t xi 10th E- 16th 12th T E z z 71 0th (/] PL E- E w z 3rd 2nd ST E-+ NW ?? 11 NE ° z E s Q E 10th o L Q m FULMER FIELD 10th ST NE 13TH g w w W g Tk z E- 1, x 0 0 w _ 2) 9TH 6th ST NW z 7th SE 8th ST E 8th ST SE PARK NE x U) UD 8th 5t xi 10th ST U M E- 10th ST 16th E- z z 71 0th PL z ST N 3rd 2nd ST E-+ NW ?? E-• �:: z z z E s N Q E w a FULMER FIELD c 1: • 13TH th STN w nz 1st ST SW w Z V) co U) h��y RAI{S STA:i0N o w w q i 3rd SW NE PARK AVE z w z Z NE tu) 3rd NEW b�G 19th S SE Ham 18 E- 3rd sT NE M E- U? q� �q AVE N ~ BOEIN �o w IND US TRIAL A -12 w <C a 5th STPI 8th ST Cr SW 6' t� G. S. SW PAR E- E~ U) 'r d ti i; GATE A -10 z O .o z a g r, W Tk z z x 0 0 w _ 2) 9TH NE BROWN a S 7th SE 8th ST SE x 8th ST SE PARK NE x U) UD A -12 w <C a 5th STPI 8th ST Cr SW 6' t� G. S. SW PAR E- E~ U) 'r d ti i; GATE A -10 z O .o z a g r, W SE x 4t ST r SE 4th ST BUR GTON W NORTHERN Tk ST SCOOTIE x z co w _ 2) 9TH NE BROWN a S 7th SE 8th ST SE x 8th ST SE PARK NE x U) UD 8th E~ xi 10th ST U M E- 10th ST 16th PARK m z z 71 0th PL 7th ST N W z 11th F F PL NE r a z SE 6th ST 12th E s 7th ST E 7th sT NE VETERANS FULMER FIELD 13TH th STN w �! 6thxE T MEMORIAL 5th ST NE 5th ST NE w Z w W h��y ST NE PARK x w 4 h Z ST NE PARK AVE z w z Z NE 3rd NEW b�G 19th S SE 4th ST A UB URN E- 3rd sT NE M E- U? z z 2nd NE W 3r ST NE HIGH Y) F z 2nd ST W E 1st NE U? 1st ST 2nd ST NE x E" x F" SCHOOL " z o ci R PL rY u t ST N s OUTk 1st ST N% E �" E MAIN �D z EAS MAIN w [x] W 1st ST SE m (22nd ST SE � 23rd ST SE ' EO U M N� w to E~ E- 2nd ST SLP co w DgN 23rd M ST SE . U) 2nd 2n ST SE W U) z W o E" 24th ST r� U) Y) U) CO M d 3rd ST SE W SE x 4t ST r SE 4th ST BUR GTON W NORTHERN w w -d Cy � o o w SE 13261 d m V PL SE AUBURN Ric BU k d� 0�D RD It vl EMT ' L 61h ST � ' -, 6th ARK SE co w _ 2) 7th ST S 7th SE 8th ST SE x 8th ST SE w 9th SE LES w 9thm- U) UD GOVE E~ xi 10th ST U M E- 10th ST 16th PARK m 71 0th SE P, W 11th Q SE M 12th ST SE 13TH SE w y 14th w w -d Cy � o o w SE 13261 d m V PL SE AUBURN Ric BU k d� 0�D RD It SHEET LOCATION MAP NOT TO SCALE REVIEWED BY: DATE: k - CITY OF _ .TY _. PUBLIC WORKS DEPARTMENT 71a I11>I2 4` Project Manager 25 West Main Street Y v. by Auburn, Washington WASHINGTON structio Manager BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2011/2012 CITYWIDE SIDEWALK REPAIR PROJECT Nu BER CP1112 CONTRACT GENERAL INFORMATION & NUMBER 12 -09 PLAN SHEET LOCATION MAP SHEET 2 OF g C199 SE U� W � —L= Q w 15th SE 16th SE a F 17th ST SE C PL 18th ST h��y w � 19th S SE W w F U 21st x 20th SE U) z C 20TH CT U s OUTk M E 21st SE � CEDAR DR SE (22nd ST SE 23rd ST SE ' 22nd w ST SE 23 N� 23rd ST SE DgN 23rd M ST SE 34th A ST x 24th ST SE d SE �d 25th ST SE 25th ST SE CEDAR 26th a ROTA 6th T SE 26th a LANES ST SE �' F/1 rWn " �� �^ PARK W A 27th ST SE m PARK 27th ST W w E w 2ety 3 27th ST SE ST SE 27th ST V n N � T 28TH PrI 28th ST SE 28th ST � zSE� N F n ST SE N SE D PL SE x ° w o RIDGE R 29th ST S W W W /1 w V] I F M H s SE A UB URN 31st S1 SE GAME Q FARM n 66rd E W a M � 35th ST SE 35TH CT SE 37 P 36TH S� 36th - w .� SE SHEET LOCATION MAP NOT TO SCALE REVIEWED BY: DATE: k - CITY OF _ .TY _. PUBLIC WORKS DEPARTMENT 71a I11>I2 4` Project Manager 25 West Main Street Y v. by Auburn, Washington WASHINGTON structio Manager BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2011/2012 CITYWIDE SIDEWALK REPAIR PROJECT Nu BER CP1112 CONTRACT GENERAL INFORMATION & NUMBER 12 -09 PLAN SHEET LOCATION MAP SHEET 2 OF g C199 W O m Q W W GENERAL NOTES 1. REMOVAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. PRIOR TO BEGINING OF WORK 2. DURING SIDEWALK OR DRIVEWAY CONSTRUCTION, ANY INTRUDING TREE ROOTS OR SHRUBS SHALL BE NEATLY PRUNED BACK AT LEAST 6" AWAY FROM THE PROPOSED SIDEWALK OR DRIVEWAY. 3. DIMENSIONS STATED ARE APPROXIMATE; NEW SIDEWALK, CURB /GUTTERS, AND DRIVEWAYS SHALL MATCH THE DIMENSIONS OF THE EXISTING SIDEWALK, CURB /GUTTER, OR DRIVEWAY, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CONSTRUCTION NOTES OREMOVE EXISTING CONCRETE SIDEWALK. INSTALL NEW SIDEWALK PER CITY OF AUBURN STANDARD DETAIL TRAFFIC -23 OR TRAFFIC -24. REMOVAL SHALL BE TO THE NEAREST EXPANSION JOINT OR SAWCUT, AS DIRECTED BY THE ENGINEER. OREMOVE EXISTING ASPHALT PAVEMENT. INSTALL NEW COMMERCIAL HMA PER SECTION 5 -04 OF THE SPECIAL PROVISIONS. THICKNESS OF NEW PAVEMENT SHALL BE 2— INCHES OR MATCH THAT OF THE EXISTING PAVEMENT, WHICHEVER IS GREATER. ORE— STRIPE EXISTING PARKING STALLS AS DIRECTED BY THE ENGINEER. L W TW i W `W v KEY MAP N.T.S. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 BY DATE PROJECT No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION REVIEWED BY: DATE: 2011 /2012 CITYWIDE SIDEWALK REPAIR PROJECT NUMBER Drawn LC 02/12/2012 D M. Q c HARVEY ROAD NE CP1112 These z Cons acdraw construction records. Reviewed SAW 03/16/2012 ~ }R � �� "e�r�R�G� CITY OF �� #�,, .� � 7 �q /2012 CONTRACT d Approved iMG 07/09/2012 PUBLIC WORKS DEPARTMENT protect Manager r. NUMBER `= Drawn By: Date SCALE: 1" � 50' H 25 West Main Street � 12 -09 It, A Auburn, Washington ass 7PE/zetz CONSTRUCTION PLANS O Construction Inspection ONE INCH jAx�L q' WASHINGTON s�EET 3 w AS DRAWN �` nstruction anger OF 8 File: r` I Q Q V 1 %.J v 19th DR17th FE NE 716thST 17th 16th 15th DRIVE Q 15th ST NE Z �� Z 4� W 14th ST NE z N Z W w 13TH Z jr ��^ ST NE a 0 E-' 12th ST NE N 11th d NE G Q 10th m S NE ST NE 9Ty [z7, x sT 9TH ST NE a. ST N 8th E w w N w Z BROWN Z 7th ST NE z — PARK � N Z F PL NE �- w of z FULhfER h P ` P a 7th ST NE FIELD 6th ST S+£ q 7th ST NE VETERANS z 5th ST NE 5th ST NE a� 6th E T MEMORIAL tn 5th ST NE z T NE PARK KEY MAP N.T.S. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 BY DATE PROJECT No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION REVIEWED BY: DATE: 2011 /2012 CITYWIDE SIDEWALK REPAIR PROJECT NUMBER Drawn LC 02/12/2012 D M. Q c HARVEY ROAD NE CP1112 These z Cons acdraw construction records. Reviewed SAW 03/16/2012 ~ }R � �� "e�r�R�G� CITY OF �� #�,, .� � 7 �q /2012 CONTRACT d Approved iMG 07/09/2012 PUBLIC WORKS DEPARTMENT protect Manager r. NUMBER `= Drawn By: Date SCALE: 1" � 50' H 25 West Main Street � 12 -09 It, A Auburn, Washington ass 7PE/zetz CONSTRUCTION PLANS O Construction Inspection ONE INCH jAx�L q' WASHINGTON s�EET 3 w AS DRAWN �` nstruction anger OF 8 File: r` I Q Q V 1 %.J v 0 J W M W W U) i 0 Ill M W Ill (!J No. I Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION These drawings conform to the Z © Contractor's construction records. U Drawn By: Date L,_ wU Construction Inspection X BY DATE Drawn I LC 02/12/2012 Reviewed ISAW1 03/16/2012 Approved I IMG 1 07/09/2012 SCALE: 1"= s0' H ONE INCH AS DRAWN Fite: CITY OF - ) U:4: _ WASHINGTON PUBLIC WORKS DEPARTMENT 25 West Mein Street Auburn, Washington REVIEWED BY: DATE I& lh)1� 1 /9 12012 Project Manager -"� A A d— Lit WL'V* onstructilorf Manager GENERAL NOTES 1. REMOVAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. PRIOR TO BEGINING OF WORK 2. DURING SIDEWALK OR DRIVEWAY CONSTRUCTION, ANY INTRUDING TREE ROOTS OR SHRUBS SHALL BE NEATLY PRUNED BACK AT LEAST 6" AWAY FROM THE PROPOSED SIDEWALK OR DRIVEWAY. 3. DIMENSIONS STATED ARE APPROXIMATE; NEW SIDEWALK, CURB /GUTTERS, AND DRIVEWAYS SHALL MATCH THE DIMENSIONS OF THE EXISTING SIDEWALK, CURB /GUTTER, OR DRIVEWAY, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CONSTRUCTION NOTES OREMOVE EXISTING CONCRETE SIDEWALK. INSTALL NEW SIDEWALK PER CITY OF AUBURN STANDARD DETAIL TRAFFIC -23 OR TRAFFIC -24. REMOVAL SHALL BE TO THE NEAREST EXPANSION JOINT OR SAWCUT, AS DIRECTED BY THE ENGINEER. OREMOVE EXISTING DRIVEWAY AND DEPRESSED CURB AND GUTTER. INSTALL NEW DRIVEWAY AND DEPRESSED CURB AND GUTTER OF SPECIFIED TYPE PER APPLICABLE CITY OF AUBURN STANDARD DETAIL TRAFFIC- 07,TRAFFIC -08 OR TRAFFIC -09. PAVEMENT RESTORATION, IF REQUIRED, SHALL CONFORM TO THE PROVISIONS OF SECTION 5 -04 OF THE SPECIAL PROVISIONS. COORDINATE DRIVEWAY CLOSURES WITH PROPERTY RESIDENTS) AT LEAST 3 WORKING DAYS BEFORE DRIVEWAY CLOSURE. OREMOVE EXISTING TREE. GRIND REMAINING STUMP TO A MINIMUM DEPTH OF 12" BELOW GROUND SURFACE OR AS DIRECTED BY THE ENGINEER. SURFACE RESTORATION SHALL MATCH SURROUNDING CONDITIONS OR AS DIRECTED BY THE ENGINEER. OREMOVE EXISTING ASPHALT PAVEMENT. INSTALL NEW COMMERCIAL HMA PER SECTION 5 -04 OF THE SPECIAL PROVISIONS. THICKNESS OF NEW PAVEMENT SHALL BE 2— INCHES OR MATCH THAT OF THE EXISTING PAVEMENT, WHICHEVER IS GREATER. OREMOVE AND REPLACE EXISTING CURB AND GUTTER, PER WSDOT STANDARD PLAN F- 10.12 -02. W 0 m Q W W (f) WJ 0 m Q W W U) 22nd S SE N 23RD PL N 23rd ST SE RiV (za 23rd ST SE 74 = 24th ST SE 25t 5th ST SE 25th ST SE d 26th 4 ROTARY 2 to CEDAR CEDAR 6th ST SE 26th a LANES ST SE PARR 27th ST SE w ` PARK 27th 5T N N aJ w N Z N w N ?8f 27th ST SE N N 28th ST U ~ U SE 3 27th ST A,.Q•� 2gTh w PL C Z 28th ST SE 28th ST SE � � � 28th ST SE R PL ° Q a ��� SE ti a FO R SE Gi o z_ PL SE 29th ST S Y 'Rwa in N 30th ww ST SE o AUBURN F 31st ST SE GAME FARM 32nd ST SE 33rd ST SE 33rd ST SE M PL �n w y a 35TH w N �P o 35th CT SE U w n M KEY MAP N.T.S. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 PROJECT 2011/2012 CITYWIDE SIDEWALK REPAIR PROJECT NUMBER "R" PL SE & 29TH ST SE CP1112 CONSTRUCTION PLANS CONTRACT NUMBER 12 -09 SHEET 4. OF 8 C199 eJ P� .•ea o ;a• e� 9�, ti .. EOW NOTES: 1. CONSTRUCT RAMP PER WSDOT STANDARD PLAN F- 40.15 -01 AS DIRECTED BY THE ENGINEER. AUBURN WAY N & 9th ST NE (SE CORNER) - NEW WHEELCHAIR RAMP SCALE: 1"=5' AFT M f— W W U) W W U) GENERAL NOTES 1. REMOVAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. PRIOR TO BEGINING OF WORK 2. DURING SIDEWALK OR DRIVEWAY CONSTRUCTION, ANY INTRUDING TREE ROOTS OR SHRUBS SHALL BE NEATLY PRUNED BACK AT LEAST 6" AWAY FROM THE PROPOSED SIDEWALK OR DRIVEWAY. 3. DIMENSIONS STATED ARE APPROXIMATE; NEW SIDEWALK, CURB /GUTTERS, AND DRIVEWAYS SHALL MATCH THE DIMENSIONS OF THE EXISTING SIDEWALK, CURB /GUTTER, OR DRIVEWAY, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CONSTRUCTION NOTES OREMOVE EXISTING CONCRETE SIDEWALK. INSTALL NEW SIDEWALK PER CITY OF AUBURN STANDARD DETAIL TRAFFIC -23 OR TRAFFIC -24. REMOVAL SHALL BE TO THE NEAREST EXPANSION JOINT OR SAWCUT, AS DIRECTED BY THE ENGINEER. OREMOVE EXISTING DRIVEWAY AND DEPRESSED CURB AND GUTTER. INSTALL NEW DRIVEWAY AND DEPRESSED CURB AND GUTTER OF SPECIFIED TYPE PER APPLICABLE CITY OF AUBURN STANDARD DETAIL TRAFFIC- 07,TRAFFIC -08 OR TRAFFIC -09. PAVEMENT RESTORATION, IF REQUIRED, SHALL CONFORM TO THE PROVISIONS OF SECTION 5 -04 OF THE SPECIAL PROVISIONS. COORDINATE DRIVEWAY CLOSURES WITH PROPERTY RESIDENTS) AT LEAST 3 WORKING DAYS BEFORE DRIVEWAY CLOSURE. OREMOVE EXISTING TREE. GRIND REMAINING STUMP TO A MINIMUM DEPTH OF 12" BELOW GROUND SURFACE OR AS DIRECTED BY THE ENGINEER. SURFACE RESTORATION SHALL MATCH SURROUNDING CONDITIONS OR AS DIRECTED BY THE ENGINEER. OREPLACE EXISTING WATER METER /UTILITY BOX PER CITY OF AUBURN STANDARD DETAIL TRAFFIC -12. OREMOVE EXISTING ASPHALT PAVEMENT. INSTALL NEW COMMERCIAL HMA PER SECTION 5 -04 OF THE SPECIAL PROVISIONS. THICKNESS OF NEW PAVEMENT SHALL BE 2— INCHES OR MATCH THAT OF THE EXISTING PAVEMENT, WHICHEVER IS GREATER. 3030 M ST SE 20 3030 M ST SE 25 3030 M ST SE 28 � - ___ �.- 3030 M ST SE — 01 31ST ST SE 1 i 407 31ST STS s`—� ���' 1 31ST ST E W L -5' 1 i 9 (' # 1 7 31ST ST V) 3030 M ST SE 6 1403 31ST ST SE I i 030 M ST SE 22 3030 M ST SE 23 3030 M ST SE 30 01 31ST ST SE 1 i i 1 L=5' 1 L= 10' 1 31ST ST L =55' 1 L =20' 1 L =5' 1 2 12'x 11.5' 1 L =30' 1 L =5' S, 31ST S T S E I— 5' L=4.5( L=4.5( L=3.5' 1 , RESIDENTIAL Cl) L =32 1 L =15 1 3 L =15 1 L =10 1 L =20 1 31ST ST SE L =7 1 8.5'x12.5' � RESIDENTIAL 2 2 15x3 f I RESIDENTI 3101 O ST SE 3102 M ST SE 1212 31ST ST SE 3102 0 ST SE 1218 31ST ST SE 1224 31ST ST SE 1316 31ST ST SE ( 1416 31ST ST SE 1422 31ST ST SE 1514 31ST ST 1302 31S T SE 1310 31ST ST SE 1408 31ST ST S 1502 31ST ST SE SE d I 518 31ST ST SE 7526 31ST ST S No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION These drawings conform to the Q o Contractor's construction records. Drawn By: Date O U Construction Inspection BY DATE Drawn LC 02/120012 Reviewed SAW 03/16/2012 Approved IMG 07/09/2012 SCALE: 1"= 50'H ONE INCH AS DRAWN File: REVIEWED BY: DATE: CITY OF x . u PUBLIC WORKS DEPARTMENT -7 /g12a2 25 West Main Strut Project Manager q ,y Auburn, Washington WASHINGTON 7l'4lza z. onstructiolh Manager 1 _ W LU i V J W U) W NE Z r z 23rd ST SE 22nd S SE 23RD PLN W N [r.] rd � Z w 13TH Z w ST NE )14th��ST 12th ST NE = NE Q th ST Q 25th ST SE ST NE Q ST NE 9Ty CEDAR Y 6th ST SE 26th a LANES 9TH ST NE Q'i w 17, N S NE 27th ST N PARK N 8th 8 w F N N OOTIE z 6w r- N 28th ST SE BROWN SE '^ PL SE PARK Z ~n J w 1&h P F PL NE w a Z FULMER 6th ST RIVERWALK 7th ST NE FIELD 7th ST NE VETERANS Z5th ST NE =tom 6th ET MEMORIAL N 5th ST NE T NE PARK KEY MAP N.T.S. KEY MAP N.T.S. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 PROIECT 2011/2012 CITYWIDE SIDEWALK REPAIR PROJECT NUMBER HARVEY RD NE, 30TH ST SE & 31 ST ST SE CP1112 CONTRACT NUMBER 12 -09 CONSTRUCTION PLANS SHEET 5 OF g C199 22nd ST SE 23rd ST SE 22nd S SE 23RD PLN [r.] rd � ST SE = 24th ST SE �d th ST SE 25th ST SE 26th CEDAR 6th ST SE 26th a LANES ST SE Q'i w 17, N 27th ST SE 27th ST N PARK N -� F s " w F N N 27th ST SE 28th ST 28th ST SE r- N 28th ST SE 28th S7 SE R PL SE '^ PL SE u N N a 29th ST S ' Y a RIVERWALK o w Aq 30th N T A UB 31st ST SE GA FAR � 32nd ST SE 33rd ST SE 33rd ST SE M PL w J M a g 35TH w N N 35th P1 'T SE U W KEY MAP N.T.S. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 PROIECT 2011/2012 CITYWIDE SIDEWALK REPAIR PROJECT NUMBER HARVEY RD NE, 30TH ST SE & 31 ST ST SE CP1112 CONTRACT NUMBER 12 -09 CONSTRUCTION PLANS SHEET 5 OF g C199 SEE BELOW GENERAL NOTES 1. REMOVAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. PRIOR TO BEGINING OF WORK 2. DURING SIDEWALK OR DRIVEWAY CONSTRUCTION, ANY INTRUDING TREE ROOTS OR SHRUBS SHALL BE NEATLY PRUNED BACK AT LEAST 6" AWAY FROM THE PROPOSED SIDEWALK OR DRIVEWAY. 3. DIMENSIONS STATED ARE APPROXIMATE; NEW SIDEWALK, CURB /GUTTERS, AND DRIVEWAYS SHALL MATCH THE DIMENSIONS OF THE EXISTING SIDEWALK, CURB /GUTTER, OR DRIVEWAY, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. CONSTRUCTION NOTES OREMOVE EXISTING CONCRETE SIDEWALK. INSTALL NEW SIDEWALK PER CITY OF AUBURN STANDARD DETAIL TRAFFIC -23 OR TRAFFIC -24. REMOVAL SHALL BE TO THE NEAREST EXPANSION JOINT OR SAWCUT, AS DIRECTED BY THE ENGINEER. OREMOVE EXISTING DRIVEWAY AND DEPRESSED CURB AND GUTTER. INSTALL NEW DRIVEWAY AND DEPRESSED CURB AND GUTTER OF SPECIFIED TYPE PER APPLICABLE CITY OF AUBURN STANDARD DETAIL TRAFFIC— 07, TRAFFIC— 08 OR TRAFFIC -09. PAVEMENT RESTORATION, IF REQUIRED, SHALL CONFORM TO THE PROVISIONS OF SECTION 5 -04 OF THE SPECIAL PROVISIONS. COORDINATE DRIVEWAY CLOSURES WITH PROPERTY RESIDENT(S) AT LEAST 3 WORKING DAYS BEFORE DRIVEWAY CLOSURE. OREMOVE EXISTING TREE. GRIND REMAINING STUMP TO A MINIMUM DEPTH OF 12" BELOW GROUND SURFACE OR AS DIRECTED BY THE ENGINEER. SURFACE RESTORATION SHALL MATCH SURROUNDING CONDITIONS OR AS DIRECTED BY THE ENGINEER. SEE ABOVE I F1 ❑ 5' 1201 33RD ST SE 1213 33RD ST SE 1225 33RD ST SE 3228 PIKE ST SE I 1301 33RD ST SE 1447 33RD ST SE 1451 33RD ST SE LJJ 1325 33RD ST SE 1331 33RD ST SE 1415 33RD ST SE 1441 33RD ST SE � I 1405 33RD ST SE 1425 33RD ST SE 1433 33RD ST SE 1461 33RD ST SE � i ! , y Of ' a q 33RD ST SE 9, CF L =30' L =10' 1 1 L=5.5' 10'x8' 2 33RD ST SE 1 L =15' 1 L =28' 5' -- - L =10' 1 1 L =5' 5' LO RESIDENTIAL �-_ W n---- -� 1214 33RD ST SE 1226 33RD ST SE � � � j 1202 33RD ST SE �. j / ( I I gl UU j ❑ 1402 33RD ST SE U� 1418 33RD ST SE 1440 33RD ST SE 1450 33RD ST SE 1420 33RD ST SE g 1444 33RD ST SE 1 1510 33RD ST SE LI_I 1460 33RD ST SE 1514 33RD ST SE U) 3308 0 ST SE �-- 0 I No. I Date 0 50' 100' Revision I DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION These drawings conform to the z z Contractor's construction records. o 0 U Drawn By: Date wU Construction Inspection Of SEE SHEET 7 BY DATE Drawn LC 02/12/2012 Reviewed SAW 03/16/2012 Approved IMG 07/09/2012 SCALE: 1" = 50' H File: ONE INCH AS DRAWN SEE SHEET 8 CITY OF =. w PUBLIC WORKS DEPARTMENT - 25 West Main Street Auburn, Washington WASHINGTON REVIEWED BY: DATE: 1 W W U) W W U) 1 q /2012 Proj ct Manager 7/1/4,z., 025nstructich Manager KEY MAP N.T.S. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2011/2012 CITYWIDE SIDEWALK REPAIR PROJECT PROJECT NUMBER 32ND ST SE & 33RD ST SE CP1112 CONTRACT NUMBER 12 -09 CONSTRUCTION PLANS SHEET 6 OF 8 C199 CEDAR 26th a ROTARY 26TH ST SE a LANE S 26th ST SE Q+' N w cn y ry PARK th ST SE w s rARI1 27th ST PARK N N a o N w zet 3 27th ST F 27th ST SE ST 26tH ST 2gTN SE pLQ�� w PL PLQ\ z th ST SE N 28th ST SE 26th ST > O SE ^ $ F OR SE rn o SE 9th ST �v S ' x 6- RIDGE RIVERWALK R W 30th t- ST SE AUBURN 0 31st ST SE GAME FARM � 32nd ST SE 33rd ST SE 33rd ST SE M PL w yr er vw y 35TH (FT SE F- v w 35th o `n 36TH 36t SE Y �Py t ST SE SE 1 q /2012 Proj ct Manager 7/1/4,z., 025nstructich Manager KEY MAP N.T.S. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2011/2012 CITYWIDE SIDEWALK REPAIR PROJECT PROJECT NUMBER 32ND ST SE & 33RD ST SE CP1112 CONTRACT NUMBER 12 -09 CONSTRUCTION PLANS SHEET 6 OF 8 C199 SEE SHEET 5 50 100 SEE SHEET 5 o m Nm u U C4 w m rn O W w �I N N N N N N N 7 a N O O O A O Ln ff -I I O O O O0 O O O _ O CA " a Ni fOp _� N -i 2 2 2 = 2 f N = m m m m O � d N O / ^ (n (n Ln to Cn Ln Ln (D ( n ; t Ln -n m m O v 1 m m -i 1 -i -a -i �+ , y )a w w j( cn cn �'t (n N In to m N m m m @ O 4 m cn -- W rn rn rn rn rn rn = 2 rn m m w w w w w w w -n N rn to � N w j 0 to I F9 04 (n � J f I _ fTl 1 fi L =35' 1 __— L =30' 1 L =5' 1 L =15 1 0 ST SE 0 ST SE L=5' 1 L =20' 1 L =15' 1 0 ST SE I 7 5'x1' w ,. $$$ p 4 O - ,..�,a�4. �+ mE t' s> e3 -'t _ � � -P I I 2 0 9 V1 OD SEE SHEET 5 SEE SHEET 5_ !i N N m O C,a Cn N N (n tA N ...� _ N ONE I n O O ma a I ¢ to to - , s s^ -' a +, SAS ' - ➢ - cp 'z l I m m 3 8 -� 0 i s i cn M o n i —� m "' r �a rte' g a 3 co o I o 0 CA CA Sm. ,. ,. GENERAL NOTES OREMOVE EXISTING CONCRETE SIDEWALK. INSTALL NEW SIDEWALK PER CITY OF AUBURN STANDARD DETAIL TRAFFIC -23 OR TRAFFIC -24. REMOVAL SHALL BE TO THE NEAREST EXPANSION JOINT OR SAWCUT, AS DIRECTED BY THE ENGINEER. (7) REMOVE EXISTING ASPHALT PAVEMENT. INSTALL NEW COMMERCIAL HMA PER SECTION 5 -04 OF THE SPECIAL PROVISIONS. THICKNESS OF NEW PAVEMENT SHALL BE 2— INCHES OR MATCH THAT OF THE EXISTING PAVEMENT, WHICHEVER IS GREATER. 1. REMOVAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. I'D ti {� a� "A°�r,�ca SjoNAL �p1, PRIOR TO BEGINING OF WORK LC 02/12/2012 2. DURING SIDEWALK OR DRIVEWAY CONSTRUCTION, ANY INTRUDING TREE ROTARY ROOTS OR SHRUBS SHALL BE NEATLY PRUNED BACK AT LEAST 6" AWAY WFROM THE PROPOSED SIDEWALK OR DRIVEWAY. ST SE Approved Q+ rQ ? In ti� � N W 3. DIMENSIONS STATED ARE APPROXIMATE; NEW SIDEWALK, CURB /GUTTERS, = AND DRIVEWAYS SHALL MATCH THE DIMENSIONS OF THE EXISTING N a Z N SIDEWALK, CURB /GUTTER, OR DRIVEWAY, UNLESS OTHERWISE DIRECTED W BY THE ENGINEER. F AL w P Z W 28th ST SE co 28th ST SE N va 28th ST SE O SE R PL > �'c^ o� RIDGE N Q R CONSTRUCTION NOTES_ D OREMOVE EXISTING CONCRETE SIDEWALK. INSTALL NEW SIDEWALK PER CITY OF AUBURN STANDARD DETAIL TRAFFIC -23 OR TRAFFIC -24. REMOVAL SHALL BE TO THE NEAREST EXPANSION JOINT OR SAWCUT, AS DIRECTED BY THE ENGINEER. (7) REMOVE EXISTING ASPHALT PAVEMENT. INSTALL NEW COMMERCIAL HMA PER SECTION 5 -04 OF THE SPECIAL PROVISIONS. THICKNESS OF NEW PAVEMENT SHALL BE 2— INCHES OR MATCH THAT OF THE EXISTING PAVEMENT, WHICHEVER IS GREATER. KEY MAP N.T.S. SEE SHEET 3 1 No. I Date SEE SHEET 7 SEE SHEET 3 Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE I'D ti {� a� "A°�r,�ca SjoNAL �p1, Drawn LC 02/12/2012 26th ROTARY N 6th ST SE Reviewed a LANE,S26th LANES ST SE Approved Q+ rQ ? In ti� � N PARK "- SCALE: 1 - 50 H ONE INCH 27th ST SE w PARK 27th ST N a Z N w N F 27th ST SE 2Bt 3T 3 27th ST 28th ST ?8TN n ~ V Cr F AL w P Z 28th ST SE N 28th ST SE N va 28th ST SE O SE R PL > �'c^ o� RIDGE N Q R SE '� o Y D 2 t 29th �vrT� S �v ti7 a N RNERWALK W w 3otn - sr sE h o AUBURN 31st ST SE GAME FARM � 32nd ST SE 33rd ST SE 33rd ST SE J M PL N 72 J N 1 [1 35TH N rj CT SE O ~ 35th �P N > o N m N SS 36TH 36th SE O 37th ST SE D PL SE KEY MAP N.T.S. SEE SHEET 3 1 No. I Date SEE SHEET 7 SEE SHEET 3 Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE I'D ti {� a� "A°�r,�ca SjoNAL �p1, Drawn LC 02/12/2012 z O— Q These Contractors construction records. Drawn By: Date Reviewed SAW 03/16/2012 Approved IMG 07/09/2012 "- SCALE: 1 - 50 H ONE INCH wU Construction Inspection File: REVIEWED BY: DATE: CITY OF j PUBLIC WORKS DEPARTMENT "7/4/202 . _ Project Manager i 25 West Main Street Auburn, Washington VASHIhTOTON ? i stet z.. nstructiob Manager BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 811 2011/2012 CITYWIDE SIDEWALK REPAIR PROJECT NUMBER "O " ST SE & "R "ST SE CP1112 CCWTRACT NUMBER 12 -09 CONSTRUCTION PLANS SHEET 7 OF 8 C199 J' r C. Jt L O W O O N W i 3 � P � n (� O o o ° U, " ° a ? { _'0 1 ° 0 ° O (/1 Ln n -1 � °_ � J m to to m � m � m LF f% L—j( w ' f 5' I ' 5P 1 L =10' OLYMPIC ST SE cn L =10' g 1 L =15 OLYMPIC ST SE 1 L =5' N ;, -Ft gg ° 8) o o r O OD P O W W N Ln W Oo L r A N N m A O O 0 N 0 L4 O O ° ° .."{{ T v ° M o m N 0 o V) 0 0 (n U) � N m m M (n V). m Ln 1 — I —(Ml) i • 00 ��� OREMOVE EXISTING CONCRETE SIDEWALK. INSTALL NEW SIDEWALK PER CITY OF AUBURN STANDARD DETAIL TRAFFIC -23 OR TRAFFIC -24. REMOVAL SHALL BE TO THE NEAREST EXPANSION JOINT OR SAWCUT, AS DIRECTED BY THE ENGINEER. OREMOVE AND REPLACE EXISTING CURB AND GUTTER, PER WSDOT STANDARD PLAN F- 10.12 -02. NOTES: 1. CONSTRUCT RAMP PER WSDOT STANDARD PLAN F- 40.16 -01 AS DIRECTED BY THE ENGINEER. WEST MAIN ST & CLAY ST NW (NE CORNER) - NEW WHEELCHAIR RAMP SCALE: 1"=5' No. GENERAL NOTES Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION 1. REMOVAL LOCATIONS WILL BE MARKED IN THE FIELD BY THE ENGINEER. Drawn PRIOR TO BEGINING OF WORK 02/12/2012 2. DURING SIDEWALK OR DRIVEWAY CONSTRUCTION, ANY INTRUDING TREE ROOTS OR SHRUBS SHALL BE NEATLY PRUNED BACK AT LEAST 6" AWAY FROM THE PROPOSED SIDEWALK OR DRIVEWAY. Reviewed SAW 03/16/2012 W 3. DIMENSIONS STATED ARE APPROXIMATE; NEW SIDEWALK, CURB /GUTTERS, W AND DRIVEWAYS SHALL MATCH THE DIMENSIONS OF THE EXISTING = SIDEWALK, CURB /GUTTER, OR DRIVEWAY, UNLESS OTHERWISE DIRECTED U) BY THE ENGINEER. W W WEST Construction Inspection (n CONSTRUCTION NOTES p OREMOVE EXISTING CONCRETE SIDEWALK. INSTALL NEW SIDEWALK PER CITY OF AUBURN STANDARD DETAIL TRAFFIC -23 OR TRAFFIC -24. REMOVAL SHALL BE TO THE NEAREST EXPANSION JOINT OR SAWCUT, AS DIRECTED BY THE ENGINEER. OREMOVE AND REPLACE EXISTING CURB AND GUTTER, PER WSDOT STANDARD PLAN F- 10.12 -02. NOTES: 1. CONSTRUCT RAMP PER WSDOT STANDARD PLAN F- 40.16 -01 AS DIRECTED BY THE ENGINEER. WEST MAIN ST & CLAY ST NW (NE CORNER) - NEW WHEELCHAIR RAMP SCALE: 1"=5' No. Date Revision DRAWN TO SCALE, SCALE MAY BE DISTORTED FROM REPRODUCTION BY DATE I'D M. G, G4` w c oT 'fir 'gyp �° • ` o � s10NAL Drawn LC 02/12/2012 (D z aDrawn wv LL These drawings conform to the Contractor's construction records. By: Date Reviewed SAW 03/16/2012 Approved IMG 07/09/2012 3rd z SCALE: 1" = 50'H ONE INCH 2nd ST NW N 's WEST Construction Inspection ST 3 3 ; 4 p N 1st ST File: w PARK v� 27th ST SE 28th ST Z W ✓ ~ i 28th ST SE SE y 28th ST 5E R PL N SE FA N W F 30th N ST se A UB URN 31st ST SE GAME � 32nd ST SE FARM 33rd ST SE 33rd ST SE w M PL w N ,"'., rn { a 35TH 35th CT SE m U > T o J N 36H 381 - SE 0 KEY MAP N.T.S. REVIEWED BY: DATE: CITY OF PUBLIC WORKS DEPARTMENT 7 /9 �Zo►2 ,,...: . 25 West Main Street Proj t Manager ,r. Auburn, Washington WASHINGTON � Z /11Z 61z.. KEY MAP BURIED UTILITIES IN AREA N.T.S. PLEASE CALL BEFORE YOU DIG 811 PROJECT 2011/2012 CITYWIDE SIDEWALK REPAIR PROJECT NUMBER OLYMPIC ST SE & WEST MAIN ST CP1112 C(NITRACT NUMBER 12 -09 CONSTRUCTION PLANS SHEET 8 OF g C199 6th ST NW ~ 3rd z > Z 2nd ST NW N 's WEST o w 3 MAIN ST 3 3 ; 4 p N 1st ST i, SW o D= � N TT 3: STATION 3rd SW � s 4th St SW STATE Hwy 1 B 5th ST SN KEY MAP BURIED UTILITIES IN AREA N.T.S. PLEASE CALL BEFORE YOU DIG 811 PROJECT 2011/2012 CITYWIDE SIDEWALK REPAIR PROJECT NUMBER OLYMPIC ST SE & WEST MAIN ST CP1112 C(NITRACT NUMBER 12 -09 CONSTRUCTION PLANS SHEET 8 OF g C199