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HomeMy WebLinkAboutT-343027s 6' -1 1/4" a' d r .4 L____ FULL DEPTH ELECTRICAL COgUIT EXPANSION JOINT (TYP) STUB -UP d a SEE'DETAIL THIS SHEET.. A a ° d . a ° 4 d ° FULL DEPTH EXPANSION JOINT (TYP) - CEMENT CONCRETE SIDEWALK if O w U U z U U . I O I <V 20' -0" Q 4. a I LJ I LJ 4 a d FUTURE SHELTER ° MOUNTING PLATE TO BE INSTALLED BY OTHERt (TYP) d a 4 ° d o a i 4 a.. A 4 Q d 4' o a a Q d C-4 4 d PLACEMENT REFERENCE POINT PLAN VIEW SEE PLACEMENT SCHEDULE, THIS SHEET 20' -0" ELECTRICAL CONDUIT I I 1 11 +89.19 60.50' RT STUB -UP, SEE DETAIL, I I 3 25 +74.69 60.40' RT 4 36 +16.88 I ° 38 +78.84 #5 ® 12" MAX EACH WAY I O THIS SHEET a I TOP AND BOTTOM. I z I SPACE REBAR TO MISS I I FUTURE ANCHOR RODS I • r : ` •1MU' � f a✓` 7 d � -7 f �. ° "I11 CI V .. � -a . +� $+• °.'� .v�'.St� � .� i.�. err °�� Jrn �•" �� rf j. �7777 77777, 0 4" CSBC U z SECTION A -A M RAPID RIDE BUS SHELTER FOUNDATION NTS FUTURE SHELTER LEG TO BE INSTALLED BY OTHERS 1" GRS COUPLING \RAPID RIDE BUS SHELTER FOUNDATION q , 3 "'.PVG.CO.- FOAM FILL 1" A THREADED GRS ELECTRICAL CONDUIT STUB -UP NTS TO ELECTRICAL HAND HOLE SEE ILLUMINATION AND INTERCONNECT PLANS FOR SPECIFIC LOCATION RAPID RIDE BUS SHELTER FOUNDATION NOTES 1. MATCH TO EXISTING SIDEWALK SLOPE TO ASSURE PROPER DRAINAGE OF SURFACE WATER; 27 MAX CROSS SLOPE 2. PROVIDE TEN (10) DAYS PRIOR NOTICE FOR ANY CONSTRUCTION IMPACTS TO BUS STOPS OR BUS SERVICE. CONTACT RICHARD GARCIA, KING COUNTY METRO'S CONSTRUCTION COORDINATOR AT (206) 684 -2732. 3. CONTACT METRO INSPECTOR PAUL MILLER AT (206) 684 -2224, 48 HOURS BEFORE FORMING AND POURING CONCRETE FOR THE BUS SHELTER FOUNDATION. 4. ANY CONSTRUCTION OR INSTALLATION ACTIVITIES AFFECTING TRANSIT OPERATIONS OR FACILITIES MUST BE COORDINATED THROUGH METRO TRANSIT CONSTRUCTION INFORMATION CENTER. FOR NOTIFICATION INFORMATION AND GUIDELINES, PLEASE VISIT: HTTP: / /WWW.KING000NTY.GOV /TRANSPORTATION / KCDOT/ METROTRANSIT /CONSTRUCTION.ASPX. RAPID RIDE BUS SHELTER FOUNDATION PLACEMENT SCHEDULE # q STATION OFFSET 1 11 +89.19 60.50' RT 2 20 +07.05 60.50' LT 3 25 +74.69 60.40' RT 4 36 +16.88 54.50' RT 5 38 +78.84 54.50' LT \ \\ 5 -9" (X 5' -9 ") ELEVATION VIEW FUTURE SIGN TO BE INSTALLED BY OTHERS #4 ® 12" O.C. b D' SECTION C -C METRO SIGN FOUNDATION NTS FUTURE 6" HIGH STEM WALL TO BE INSTALLED BY OTHERS O I � STATION OFFSET � G 11 +61.29 .n 2 20 +29.55 � as 25 +58.91 04 4 7" 3 -9 1/2" 3' -0" 0 0 0 O ,a. 0 0 0 a ELECTRICAL CONDUIT STUB -UP a . SEE DETAIL, THIS SHEET 9 1/2" a a 4 OF CONDUIT e a METRO TECH PYLON FOUNDATION PLACEMENT SCHEDULE # � STATION OFFSET 1 11 +61.29 60.50' RT 2 20 +29.55 60.50' LT 3 25 +58.91 60.50' RT 4 36 +00.38 54.50' RT 5 39 +05.53 54.50' LT d G 2' -6" 5' -0" PLAN VIEW FUTURE 6" HIGH STEM WALL TO BE INSTALLED BY OTHERS FLUSH WITH ADJACENT FLAT SURFACE PLACEMENT REFERENCE POINT SEE PLACEMENT SCHEDULE, THIS SHEET ELECTRICAL CONDUIT STUB -UP SEE DETAIL, THIS SHEET all AWAY FULL DEPTH EXPANSION JOINT (TYP) #5 4" CSBC EAC1 2 BOT AND BOTTOM 1" 4 GRS ## GENERAL NOTE NUMBER. (PLUGGED UNTIL SEE GENERAL NOTES. SECTION B -B PYLON READY FOR INSTALLATION) METRO TECH PYLON FOUNDATION NTS METRO SIGN FOUNDATION PLACEMENT SCHEDULE # � STATION OFFSET 1 12 +09.19 52.88' RT 2 19 +81.17 52.88' LT 3 25 +93.11 52.78' RT 4 36 +37.38 46.88' RT 5 38 +58.34 46.88' LT METRO TECH PYLON GENERAL NOTES 1. ALL NEW CONDUIT INSTALLED UNDERGROUND SHALL HAVE A MINIMUM COVER OF 24 INCHES. 2. PLACE 6 INCH WIDE MAGNATEK WARNING TAPE, OR APPROVED EQUAL, 12 INCHES BELOW GRADE OVER ALL CONDUIT RUNS. 3. STUB UP THE CONDUIT AS INDICATED WITH A COUPLING INSTALLED ON THE STUBBED UP END WITH THE TOP OF THE COUPLING FLUSH WITH FINISHED SURFACE. A THREADED MALE PLUG SHALL BE INSTALLED IN THE TOP OF THE COUPLING AT THE TIME OF THE FOUNDATION /STEM WALL PLACEMENT. WRAP PLUG, COUPLING AND TOP 2 INCHES OF CONDUIT WITH DUCT TAPE PRIOR TO POURING CONCRETE. 4. EPDXY ALL JOINTS TO ENSURE WATER CANNOT ENTER THE CONDUIT THROUGH THE CONNECTION. DO NOT EPDXY THE PLUG. T- 343021 11 -14 -11 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 27 9F', 'X, O� DRAWN BY: JMD Kp� �� '� CITY OF RENTON W,2032O BID ru S GRADY WAY TO S 2ND ST PROJECT NO. TED40343DESIGN BV: KPG 753901AvenueN 2502 Jefferson Avenue Public Works Department FED AID NO. - CM0167(CHECK BY: JLF Seatte,WA96109 Tworna,WA9M02 DOCUMENTS DETAILS (206) 266-1640 (25 3) 6 27 -07 2 0 APPROVED FOR CONSTRUCTION DATE: NOV 2011 PROJ MGR: JF G/� vw w.I�.CIXn BY: DATE:! �1L SHEET NO. 27 OF 304 NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DDET01.dwg z �y C m �O J I �N �n o -c W a O O N 0 a