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HomeMy WebLinkAboutT-3430166CZ) N 3 a 0 U 0 u7 i 0 i 3 0 / z c� w i a .o 0 0 z 0 z w i U w O tr rL Li OREILLY'S STA 549 +17.76, 1.29' RT STA 549 +21.12, 11.77' RT STA 549 +24.31, 21.74' RT STA 549 +42.53, 34.37' LT S1 STA 46 +00.38, 49.38' LT M - �7 STA 45 +88.88, 36.5' LT si0 tB/ B 2 20 2 3B 9 1 ssB N STA 45 +86.88, 25.5' LT N r/ w 10 13 STA 45 +80.20, N 14.5' &9.5' LT C) " + 5 STA 45 +76.46, 2:5 RT N <t- � N STA 45 +74.73, 14.5' RT n STA 45 +72.86, 25.5' RT x �LJ 1 STA 45 +70.95, 36.5' RT TA 45 +6 B s 5.38, 45.5' RT 3 t t B. x �t t t rn 10 • 7s STA 45 +47,70, 45.5' RT - ( 44.31.1 RT i% ,0, . 4 m 10, 18 125 MATCH EXISTING CHANNELIZATION 4 STA 548 +70.68 STA 548 +35.85, 9.34' LT WALGREEN'S 3 2l_8P / STA J 21.81 / I STA 549 +31.9, / I 1.16' RT cP STA 549 +45.51, 0 QD 9� / ) 1.08' RT u � 46a STA 45 +90/95, 5' RT / 9 / STA 550 +52.58, 6.68' RT \I I=1 L STA •55 "`LLLIII 21.46' STA 45 81 36.98' T STA 550+ Z6 32.69' R ° CO - 0 8 4 MAT CIO STA le,5, 2S 4, .64, STA 48 +11.81, 8.30' LT F- STA °48 ±17.51, 29.78' LT ���® STA 47 +1 .82, ,26.1 �' LT STA 47 +13.66, 15.31' LT B u� STA - 47+50.44, R 10.57' LT ` 47 STA 47 +11'.75, t e ' + r 489' R ° .40 LT 292 R �_/� B' 1 t o • 4 t, ° 48 , STA 47 +50.82, 1 0' R • `° 1.42' RT STA 47 +59.85, 13.48' RT >, - _ 100' R f - STA 49 +5209 1336 RT----- STA 47 +07.86; - - 1.65' LT STA 48 +24.66,_5.37- 14, j STA 47 +06.94, 1.65' RT STA 47 +07.33, 8.12' RT STA 48 +53.23, 8.82' RT STA 48 +52.95, ® STA 46 +92.21, 24.77' RT 13.81' RT STA 46 +84.06, 20.41' RT STA 48 +55.50, STA 46 +77.92, 33.81' RT 11.45' RT RT `- STA 550 +51.44, TION 20.54' LT 0 5 10 20 40 60 SCALE IN FEET EXISTING CHANNELIZATION }80.97. 25.06' RT VJ�ALKER'S RENTON SUBARU b� STAB 48 +26.31, 6.52' LT • ° d er N MATCH EXISTING CHANNELIZATION - S 8 +42.81, 15.52' LT o0 rn STA 48 {76.57�� � 1.15 LT hQ 7 ,`B h 4j .; v e 4 �Q 735' R e , RA /N /FRgVFS i S10 / SIGN SCHEDULE GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND G012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. CHANNELIZATION NOTES L1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. ❑18" PLASTIC STOP LINE PER WSDOT STD PLAN M- 24.60 -03. ❑3 12" WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP LINE DETAIL, SHEET 25 AND DECORAIIVE CROSSWALK TREATMENT DETAIL, SHT 281. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. O PLASTIC YIELD LINE SYMBOL PER WSDOT STD PLAN M- 24.60 -03 AND DETAIL, SHEET 25. © PAINT ISLAND CURB WHITE. �7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. �9 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. 18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 45 +16.64 73.71' LT "SCHUCKS" REMAIN S2 46 +6.56 68.01' LT R1 -2 "YIELD" REMOVE S3 47 +18.10 8 S4 REMOVE S4 47 +25.28 135.85' LT SIGN REMAIN S5 47 +38.94 85.76' LT "WALGREENS" REMAIN S6 47+52.01 62.16' LT "WEST 900" m STA 549 +1 5, 65.39' RT R1 -2 "YIELD" RELOCATE 2 45 +58.06 70.56' RT �� y� 9.68' LT REMOVE S9 47 +84.02 m' BILLBOARD STA 5 +,15.14, 21.68' LT S5 "SAFEWAY" REMAIN S11 46 +24.17 79.14' LT R10 -30 MOD ` S12 S 549 +11. 4, 31.66' LT REMOVE S13 48 +43.57 46.65' LT I R3 -7R MOD NEW i S3 - STA 549 +25.13, 21.76' LT ,,, I STA 47 +15.89; _ 58.09' LT / 3 � STA 5 I9 F 4.55, I\. 'z.., .... 3 2l_8P / STA J 21.81 / I STA 549 +31.9, / I 1.16' RT cP STA 549 +45.51, 0 QD 9� / ) 1.08' RT u � 46a STA 45 +90/95, 5' RT / 9 / STA 550 +52.58, 6.68' RT \I I=1 L STA •55 "`LLLIII 21.46' STA 45 81 36.98' T STA 550+ Z6 32.69' R ° CO - 0 8 4 MAT CIO STA le,5, 2S 4, .64, STA 48 +11.81, 8.30' LT F- STA °48 ±17.51, 29.78' LT ���® STA 47 +1 .82, ,26.1 �' LT STA 47 +13.66, 15.31' LT B u� STA - 47+50.44, R 10.57' LT ` 47 STA 47 +11'.75, t e ' + r 489' R ° .40 LT 292 R �_/� B' 1 t o • 4 t, ° 48 , STA 47 +50.82, 1 0' R • `° 1.42' RT STA 47 +59.85, 13.48' RT >, - _ 100' R f - STA 49 +5209 1336 RT----- STA 47 +07.86; - - 1.65' LT STA 48 +24.66,_5.37- 14, j STA 47 +06.94, 1.65' RT STA 47 +07.33, 8.12' RT STA 48 +53.23, 8.82' RT STA 48 +52.95, ® STA 46 +92.21, 24.77' RT 13.81' RT STA 46 +84.06, 20.41' RT STA 48 +55.50, STA 46 +77.92, 33.81' RT 11.45' RT RT `- STA 550 +51.44, TION 20.54' LT 0 5 10 20 40 60 SCALE IN FEET EXISTING CHANNELIZATION }80.97. 25.06' RT VJ�ALKER'S RENTON SUBARU b� STAB 48 +26.31, 6.52' LT • ° d er N MATCH EXISTING CHANNELIZATION - S 8 +42.81, 15.52' LT o0 rn STA 48 {76.57�� � 1.15 LT hQ 7 ,`B h 4j .; v e 4 �Q 735' R e , RA /N /FRgVFS i S10 / SIGN SCHEDULE GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND G012. 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEETS 69 - 80. CHANNELIZATION NOTES L1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. ❑18" PLASTIC STOP LINE PER WSDOT STD PLAN M- 24.60 -03. ❑3 12" WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP LINE DETAIL, SHEET 25 AND DECORAIIVE CROSSWALK TREATMENT DETAIL, SHT 281. ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. O PLASTIC YIELD LINE SYMBOL PER WSDOT STD PLAN M- 24.60 -03 AND DETAIL, SHEET 25. © PAINT ISLAND CURB WHITE. �7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. �9 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02. 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. 13 PAINT MEDIAN CURB YELLOW. 18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 45 +16.64 73.71' LT "SCHUCKS" REMAIN S2 46 +6.56 68.01' LT R1 -2 "YIELD" REMOVE S3 47 +18.10 73.76' LT R1 -2 "YIELD" REMOVE S4 47 +25.28 135.85' LT SIGN REMAIN S5 47 +38.94 85.76' LT "WALGREENS" REMAIN S6 47+52.01 62.16' LT "WEST 900" REMOVE S7 45 +44.60 65.39' RT R1 -2 "YIELD" RELOCATE S8 45 +58.06 70.56' RT R6 -1 "ONE WAY" REMOVE S9 47 +84.02 82.73' RT BILLBOARD REMAIN S10 48 +70.93 3.46' RT "SAFEWAY" REMAIN S11 46 +24.17 79.14' LT R10 -30 MOD NEW S12 42 +35.15 0.40' RT "76" REMOVE S13 48 +43.57 46.65' LT I R3 -7R MOD NEW NOTE: FOR R3 -7R (MOD) DETAIL, SEE SHEET 217. FOR R10 -30 (MOD) DETAILS, SEE SHEET 220. T- 3430166 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 78 ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLANS 113 DRAINAGE PROFILE 123,124 WATER PLAN 141 WATER PROFILE 155 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 z n a n O -C > o w Q n -1441 OSF'4�Gwe Co 11-14-11 ' �N o 1 N 20320 d? y� ��ONpL E'l�tu SURVEYED: KPG DRAWN BY: KMH DESIGN BY: KMH CHECK BY: JMD PROJ MGR: JF FILE: 0655DCH01.dwg KPGr 753MAvenueN 2502 Jefferson Avenue gip Sea 6e, WA 98109 Tacoma, WA 98402 DOCUMENTS (206 (253) 627.0720 wffi �� �- CITY OF RENTON � Public Works Department APPR D FOR CONSTRUCTION BY: DATE: /�'L RAINIER AVENUE S (SR ST S GRADY WAY TO S 2ND ST CHANNELIZATION &SIGNING PLAN STA 45 +00 TO STA 49 +00 DRAWING NO. 226 PROJECT NO. TED403430 FEDAIDNO. - CM0167(048) DATE: NOV 2011 SHEET NO. 226 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE z n a n O -C > o w Q