Loading...
HomeMy WebLinkAboutTRO4103430.85GENERAL CHANNELIZATION NOTES CD N N 0 N N FK 0 Ln Ln Q0 CD z O F- z w Cn v w O -. b BLOCKBUSTER b . -- D24 4 MATCH EXISTING CHANNELIZATION STA 449+15.00 3.80' RT STA 449+22.93, 4.45' RT STA 449+24.75, 17.3 ' T a 12.8 (S6 r S10 w .:e .:a ::e e:e .:a .:a .:e sae .:e :e .:a ._� .:a .:e .:e .;e .:a .:9 .:e e .:a .:e .:- `LI _ 8 RAINIER AVE S STA 40+72.39, 32.91' LT ❑ ° ® . • • ° . • ❑ 10 • • • • STA 40+75.06, 21.95' LT + r 13 ❑ . ❑ ❑ . ❑._ e.. ❑ - STA 38+713�6, 40 STA 40+70,53, z 100' R 3.5' LT • a . e .1.12' & 10.88' LT -� STA 38+54.66, 2.06 LT 4� e ® e e . a = STA 38+01.44, 7.06' RT STA 39+13.48, 8.5' RT 1 4 STA 40+78.46, 11.0' RT Iv- ❑ o ❑ . 7 8 4 STA 39+75.02, 31.44' RT STA 40+81.16, 22.04' RT e:: a:: es: a:: es: e:: e:: e:: e:: e:: ; e e e STA 40+83.85, 33.08' RT , S9 S3 McLENDON HARDWARE SIGN SCHEDULE SIGN NO. STATION OFFSET DESIGNATION REMARKS S1 40+64.39 80.41' LT "FRED MEYER" REMAIN S2 40+79.13 57.72' LT I R_3-5 "RIGHT TURN ONLY" REMOVE I S3 " 38+33.96 59.10 RT RELOCATE PARK NGE ONLY" S4 139+91.32 60.29 RT "CUSTOMER a, PARKING ONLY RELOCATE I S5 141+_65_._81 RT- R3-5 "RIGHT TURN ONLY" REMOVE '-S6 -� _52.99' �LI R10-30 (MOD) NEW SIGNAL POLE MOUNT S7 RT I R10-30 (MOD) NEW SIGNAL POLE MOUNT S8 38+58.34 46.87' LT "BUS" BY OTHERS S9 38+90.53 46.50' RT R3-7R (MOD) NEW S10 38+36.27 46.50' LT R3-2004 MOD W S11 40+93.04 52.50' RT "MCLENDON HARDWARE" �REOVED BY OTHERS NOTE: FOR R3-2004 (MOD) & R3-7R (MOD), SEE SHEET 217. FOR R10-30 (MOD) DETAILS, SEE SHEET 220. FOR SIGNAL POLE MOUNTED SIGN DETAILS & LOCATIONS, SEE SIGNALIZATION PLANS. "M S4 0 5 10 20 40 60 SCALE IN FEET S11 STA 41 +01.63, 49.00' RT - MATCH EXISTING CHANNELIZATION STA 449+15.00, 8.97' LT -P 0 18 STA 449+25.60, 8.07' LT IM 2 STA 449+35.83, 20.56' LT STA 41 +49.28, 47.35' LT 3 STA 41 +65.94, S2 34.32' LT STA 40+77.25, STA 41 +68.33, 2 50.94' LT 23.36' LT a a . " J 8 STA 41 +70.73, 12.39' LT Ln 1 N STA 40+75.53, STA 41 +79.94, 0� 1.05' LT .54 LT a e LLJ LJj 41 13 N czn I CD rCF71 cv 1211 40 1; ��► STA 41 �73.34, 0.43' LT ---" \ A "d- Q 3 tio -� c STA 41 80.14, 12.54 ' RT - w z STA 41+73. 4, 23.44 RT __ e:• Q STA 41 +76.35, 7 77 34.48' RT 7� ravi .94w-w w 0 0 w 2 STA 450+65.1 ,�, 15' 19.97' RT 1 6' ••• STA 450+80.951 6.32' RT - -P 18 1 MATCH EXISTING CHANNELIZATION N 4 STA 450+99.29, 8.09' LT & 6.32' RT O .0 r II ST 41+71.84, 5 06' RT UB SHOP STA 450+80.18, 23.71' LT - STA 450+82.82, 8.41' LT 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 REN O STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW .AND RELOCATED ROADWAY SIGNS T"° 'HAVE NEW PO" AN`" POST BASES PER CITY OF RENTON S:ANDARD PLAN) G0'04, G010 ANI 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. ® 18" PLASTIC STOP LINE PER WSDOT STD PLAN M-24.60-03. ® 12" WHITE PLASTIC CROSSWALK LINE PER CROSSWALK LINE AND STOP LINE DETAIL, SHEET 25 AND DECORATIVE CROSSWALK TREATMENT DETAIL, SHT 281. �4 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. WIDE DOTTED LANE LINE PER WSDOT STD PLAN M-20.50--02. ® LANE LINE PER WSDOT STD PLAN M-20.50-02. 10 NO PASS LINE PER WSDOT STD PLAN M-20.50-02. 13 PAIN! MEDIAN CURB YELLOW. 18 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M-20.50-02. T=3430164 CORRESPONDING SHEETS CATEGORY SHEET RIGHT OF WAY PLANS 14 EXISTING CONDITIONS 62 SITE PREPARATION & TESC PLAN 76 ALIGNMENT PLAN i 88 -_ ALIGNMENT PROFILE 100 DRAINAGE PLANS 111 DRAINAGE PROFILE 122 WATER PROFILE I53 JOINT UTILITY TRENCH PLAN 171 JOINT UTILITY TRENCH PROFILES 187 PROPERTY RESTORATION PLANS 202 CHANNELIZATION & SIGNING PLAN 1 = ILLUMINATION PLANS 235 IRRIGATION PLAN 289 LANDSCAPE PLAN 301 I AUULNUUM 1Z - JII KLMUVLU isT UIHLKJ. JUU I/ - I I I 4,VxG1AC0 11-14-11 wAs�r �y 203�0�0 �wx SURVEYED: KPG __ DRAWN BY: KMH DESIGN BY: KMH CHECK BY: JMD _ PROJ MGR: JF FILE: 0655DCH01.dwg 3p,� 7539th Avenue N 2502 Jefferson Avenue BID WA 98402 Seattle, WA Tacoma, DOCUMENTS (206) 286-1640 (253) 627-0720 www.kpg.com CITY OF RENTON Public Works Department APPROVED FOR CONSTRUCTION �4$ BY: � DATE: / i /� RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST CHANNELIZATION & SIGNING PLAN STA 38+00 TO STA 42+00 DRAWING NO. 224 -- - PROJECT NO. TED403430 FED AID NO.-CM0167(048) DATE: NOV 2011 SHEET NO. 224 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE