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HomeMy WebLinkAboutT-3430165d 0 tV N O Y DIAMOND FIRESTONE LIL'S CASINO S1 S6 S3 S13 026 D30 D29 N B t[ t fe n9 ifa ::9 ISB I B [:a ~ 8 w w � 1 STA 42 +72.81, 35.94' & 13.94' LT C3 1 N 4i i:[ 4 STA 43 +28.66, 5.10' LT 10 N 13 1100'43 - w 1 u9 :19 13 9 9 tie nB SIB r[B ::a 13 :1B STA 43 +56.83, 11.72' LT� f 9 1 i: a I f f B t: s 1 a 105' R ° STA 43 +80.85, 14.5' & 9.5' LT RAINIER AVE S co . ....... ° N .. - °. .... -- .. _.. o ._.... ° . -._. -. _._ W 44 4 N w 100' R STA 43 +57.97, 6.85' LT C o z STA 43 +07.30, 9 1 � ° ❑- - STA 44 +19.26, 2.5' RT - 8 + ' _ 2.46' LT 1 C=_± • • •q °- ° - - e i i i i \ \ \\ STA 42 +81.74, 11.06' RT / a ° 13 ° STA 142 +57.35, 13.70' RT STA 44 +19.26, 14.5' RT N 7 S7 Sg STA 44+70.95, 36.5 RT z Bit -.. -_. as B+ Bit -= ett ' ii-' eft - - B:/.G l -att 91: of Bi: B:: -Tft Bit- Bit - - ^ilti °Bii -- Bir =_= Bta -- =8- t/a�t_s ^s= i a - -s I D25 0 5 10 20 40 SCALE IN FEET SIGN SCHEDULE SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 44 +51.59 70.02' LT "FIRESTONE" REMAIN S2 42 +16.71 51.09' RT R3 -2004 MOD NEW S3 43 +50.83 52.51' LT R3 -7R MOD NEW S4 43 +79.38 51.50' RT R3 -7R NEW S5 44 +58.09 52.50' LT R3 -2004 MOD NEW S6 42 +48.10 51.60' LT R2 -1 "35 MPH" RELOCATE S7 L 42 +48.93 6.26' RT "DONUTS" REMOVE S8 42 +87.41 42.11' RT "DRIVE THRU" REMOVE S9 43 +74.06 4.23' RT "TACO BELL" REMOVE NOTE: FOR R3 -2004 (MOD) & R3 -7R (MOD) DETAILS, SEE SHEET 217. u l •11 r1m. moo, ///,//SHELL STATION , 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 �1 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. ® 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. �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. T- 3430165 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 15 EXISTING CONDITIONS 63 SITE PREPARATION & TESC PLAN 77 ALIGNMENT PLAN 89 ALIGNMENT PROFILE 101 DRAINAGE PLANS 112 DRAINAGE PROFILE 123 WATER PLAN 140 WATER PROFILE 154 JOINT UTILITY TRENCH PLAN 172 JOINT UTILITY TRENCH PROFILES 188 PROPERTY RESTORATION PLANS 203 CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS 236 IRRIGATION PLAN 290 LANDSCAPE PLAN 302 11 -1x11 SURVEYED: KPG OSwe�Ow4 CO�.� DRAWN BY: KMH Kp`4k 'L CITY OF FENTON RAINIER AVENUES (SR 167) DRAWING NO. 225 S GRADY WAY TO S 2ND ST PROJECTNO. TED403430 DESIGN BY: KMH BID Public Works Department „ - 75391hAvenueN 2502 Jefferson Avenue CHECKBY: JMD Sede,WA96109 Tamma,WA98402 DOCUMENTS CHANNELIZATION & SIGNING PLAN FEDAID NO. -CM016011 •'9 20320 y� APPRO FOR CONSTRUCTION .° clsrseE tae' PROD MGR: JF (2061286.1640 (253) 627-0720 DATE: NOV 2071 NUMBER REVISION DESCRIPTION BY APP. DATE �'voxnc FILE: 0655DCH01.dwg wwwkpgcom BY: DATE: III&IIZ STA 42 +00 TO STA 45 +00 SHEET NO. 225 OF 304 z �y n rn O m" i d D 46 0 W 0 N O