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HomeMy WebLinkAboutT-3430160i MATCH EXISTING SEATTLE CHANNELIZATION STA 248 +02.52, , SUPPLEMENT i 17.20' & 6.15' LT, 4.70' & 15.75' RT ( STA 21 +12.44, 73.07' LT NN CURRAN PLAZA b' rock 4 ,\ ° er e.� 5 1 2 444 44 4 44441, 0 0 •e 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 STA 248 +86.81, 15.13' RT \ MUNICIPAL CONSTRUCTION," LATEST EDITION. STA 248 +97.48, 4.0' RT \ 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON ` STANDARD PLANS UNLESS OTHERWISE NOTED. S3 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. STA 249 +08.05, 7.0' & 18.5' LT ARBY'S =� 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STANDARD PLAN G004, G010 AND G012. STA,-249 +16.27, 3.93' RT \ 6. FOR REMOVAL AND /OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, STA 249 +48.34, 29.47' LT SHEETS 69 - 80. A\ STA 22 +69.75, 47.69' LT `- s1 U �\ S14 S4 v� `y, 512 `= CHANNELIZATION NOTES 3 D9 WIDE LINE PER WSDOT STD PLAN M- 20.50 -02. S2 3 2 18" PLASTIC STOP LINE PER WSDOT STD PLAN M-24.60-03. M S15 STA 248 +93.88, \ STA 22 ±9217 36:5'LT = 4 M ' STA 21 +37.84, 60.54' - -LT ❑ - S7 27.26' RT -- - / -'-' - - - � _ � 3❑ „ 1I WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP t:6 0 se ite _- tt6 _ -n6 t:6 ts6 se6 _it0 tt0 tte [s [ _e, t [ [ ,e_g_[ [ t[ 0 e f_.�f 0 f f_ -i s g_t �_: s Bf f i n te0 rn /° LINE DETAIL, SHEET 25 AND DECORATIVE CROSSWALK TREATMENT c:l \ r--1 RAINIER AVE S STA 21 +53.11, 36.5' LT 495'2LT5578 STA 22 +98.75, 255' LT STA 24 +19.68, 36.5' LT J N DETAIL, SHT 281. w STA 20 +77.04, ' ' ' ° 2 • • • ° 1 w ® PLASTIC TRAFFIC ARROW PER WSDOT STD PLAN M- 24.40 -01, 10 STA 21 +59.73, 25.5' STA 22 +23.74, STA 23 +05.33, 14.5' LT M- 3.40 -03, M- 3.10 -03, M- 3.50 -02 AND M- 5.10 -02. N ° 13 8 . .� 14.5' LT . 3 /� 4 x STA 21 +62.15, 7.93' L 25.98' LT STA 23 +00.54, 3.80' RT i s t t t e t t e s e !([ t t t t t ° ° ° ° STA 21 +82.62, 4.95' LT STA 2 5 LT ° 0 PLASTIC YIELD LINE SYMBOL PER WSDOT STD PLAN M- 24.60 -03 AND ° 501' R bb 3 +22.95, 2. ' 8 � ++ 21 STA 21 +35.69, ° 22 150' R 2s 23 2 2 24 + DETAIL, SHEET 25. N - 10.89' LT . . ° . ° . . . . ° . . ° . . . . ° . . . ° . . . . e 20 ° N N © PAINT ISLAND CURB WHITE. N N 1 4 200' R STA 23 +40.89, 9.5' RT 4 13 a w - `J STA 21 +61.54, 2.5' RT 3 �� L ° ° • Z �7 WIDE DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 6: s a: 6::[: 6 t:[ t 6 t t t t 6 t t ° �i . �° J ® LANE LINE PER WSDOT STD PLAN M- 20.50 -02. T � STA 20 +71.35, 36.5' RT STA 21 +71.35, 2.5' RT STA 23 +59.70, 9.5' & 14.5' RT 10 / ° \ ^ - �- STA 23 +24.59, 25.5' RT WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.10-02. 4 r1, 4 STA °21 +78.58, 14.5' RT 2 STA 23+1 38, 23.59' RT STA 23 +30.59, 36.5' RT - - 7 r - / a 2 . 10 NO PASS LINE PER WSDOT STD PLAN M- 20.50 -02. Bff Btt 61 Bit Bit 0 _�, i -\ 0 STA 21 +85.21, 25.5' RT \ - STTA' 23+02127.88, 49.f�0` RT - - _ 6 " 13 PAINT MEDIAN CURB YELLOW. = STA 21 +91.84, 36.5' RT S9 / 3 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02. D7 1,� DS 20 YELLOW DOTTED EXTENSION UNE PER WSDOT STD PLAN M- 20.10 -02 �� STA 22 +14.28, _ 47.58' RT STA 250 +43.18, SIGN LES SCHWAB s13 36.93' RT . SCHEDULE \\ S5 SIGN N0. STATION OFFSET DESIGNATION REMARKS S1 20 +16.14 40.89' LT "BUS" BY OTHERS REMOVE S2 21 +29.75 57.26' LT R1 -2 "YIELD" REMOVE S3 22 +14.56 104.70' LT "AVAILABLE" REALTY SIGN REMAIN S4 22 +88.49 42.85' LT ELECTRONIC SIGN REMOVE S5 22 +35.84 80.01' RT R1 -2 "YIELD" REMOVE S6 21 +13.03 88.11' LT R1 -2 "YIELD" NEW S7 10" SYMBOL R10 -30 MOD NEW SIGNAL POLE MOUNT S8 23 +63.11 79.66' RT R1 -2 "YIELD" NEW S9 R10 -30 MOD NEW SIGNAL POLE MOUNT S10 LT ILLUMINATED CHAN SIGNS (3) ON MAST ARM REMAIN NOT ON SURVEY S11 ��� RT ILLUMINATED CHAN SIGNS (3) ON MAST ARM REMOVE LT -THRU ARROW REPLACE WITH LT ONLY ARROW NOT ON SURVEY S12 23 +88.35 52.50' LT R3 -7R MOD NEW S13 21 +50.96 61.93' RT "LES SCHWAB" REMOVE S14 22 +69.46 51.62' LT - ARBY'S" REMOVE S15 20 +50.00 49.25' LT SIGN REMOVE NOTE: FOR R3 -7R (MOD) DETAIL, SEE SHEET 217. FOR SIGNAL POLE MOUNTED SIGN DETAILS AND PLACEMENT. SEE SIGNALIZATION PLANS. e20 Y NUMBER REVISION DESCRIPTION BY APP. DATE 0NAL _STA 250 +62.68, 14.22 RT STA 250 +71.75, 17.47' RT \ST4 250 +70.55, 5.05' RT y, i STA 250 +91.81, 5.90' LT STA 250+89.83, 17.41' LT STA'251 +15.771 5.57' RT STA 251+07.20 4.08 LT STA 251 +15.77, 17.0 75.93 LT i TA 251 +28.02, ,16.92' LT ?s' 9 BOB BRIDGE SCION ST X251 +23.75, 34.73' LT 2 J`o SS NN 4 .� �N \ .e MATCH EXISTING CHA NEL14ATI N e STA 25 4=47.10, 1 .09' & 6A9�T, 5.90' RT 0 5 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS `\ T- 3430160 CITY OF RENTON BID Public Works Department DOCUMENTS APPR FOR CONSTRUCTION / BY: DATE: CATEGORY SHEET 30" 10 EXISTING CONDITIONS SPECIAL SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 RIGHT TURN 3C DRAINAGE PLANS 107 DRAINAGE PROFILE ON RED WATER PLAN 135 WATER PROFILE 149 YIELD 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 4D - ILLUMINATION PLANS a TO 3C LANDSCAPE PLAN 297 10" SYMBOL U-TURN 3C BLACK ON R10 -30 (MOD) WHITE SURVEYED: DRAWN BY: KPG ��� KMH DESIGN BY: KMH 753961AvenueN 2502 Jefferson Avenue CHECK BY: JMD SeaWe,WA98109 Tacoma,WANQ PROJ MGR: JF (206)286.1640 (253) 627 -0720 waw.kpg.00m FILE: 0655DCH01.dwg ?s' 9 BOB BRIDGE SCION ST X251 +23.75, 34.73' LT 2 J`o SS NN 4 .� �N \ .e MATCH EXISTING CHA NEL14ATI N e STA 25 4=47.10, 1 .09' & 6A9�T, 5.90' RT 0 5 10 20 40 60 SCALE IN FEET CORRESPONDING SHEETS `\ T- 3430160 CITY OF RENTON BID Public Works Department DOCUMENTS APPR FOR CONSTRUCTION / BY: DATE: CATEGORY SHEET RIGHT OF WAY PLANS 10 EXISTING CONDITIONS 58 SITE PREPARATION & TESC PLAN 72 ALIGNMENT PLAN 84 ALIGNMENT PROFILE 96 DRAINAGE PLANS 107 DRAINAGE PROFILE 116,117 WATER PLAN 135 WATER PROFILE 149 JOINT UTILITY TRENCH PLAN 167 JOINT UTILITY TRENCH PROFILES 183 PROPERTY RESTORATION PLANS 198 CHANNELIZATION & SIGNING PLAN - ILLUMINATION PLANS 231 IRRIGATION PLAN 285 LANDSCAPE PLAN 297 RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST CHANNELIZATION & SIGNING PLAN STA 20 +00 TO STA 24 +50 DRAWING NO. 220 PROJECT NO. TED403430 FED AID NO. - CM0167(048I DATE: NOV 2011 SHEET NO. 220 OF 304 z Fiy m /y � O c 09 0 1 .p 0 Q