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meuc <br /> WASSEAL <br /> WCLSEAL STANDARD OR VANED SOLID 24" DIAM <br /> FRAME AND GRATE FRAME AND GRATE <br /> 3'STORM DRAIN ' <br /> LINE <br /> 12' STATION COLUMN <br /> 6'BUS PLATFORM /� \.s <br /> d I s` <br /> ci <br /> w 1. w i <br /> 3"X 6"COUPLING '�" <br /> VARIES 6" ELBOW AS REQUIRED �O w L I�' i\ ) 4 <br /> 08'MIN.) e3 i <br /> d , / rc <br /> 6"STORM DRAIN LINE. ASPHALT REPAIR <br /> SIZE, DIRECTION,AND AND/OR LANDSCAPING 11.62 <br /> ELEVATION PER PLAN. CB TYPE 2 PER PLAN <br /> o I.D. O.D. X Y -- 24" m <br /> 48" 58" 10.75" 12' <br /> COLUMN FOUNDATION 54" 65" 14" 15" KEY <br /> TYPICAL CONNECTION (SEE F SERIES SHEETS 1.08' a <br /> FOR DETAILS) 60" 70' 17" 18" + =CENTER OF GRATE <br /> 72' 88" 24' 24" NATIVE BACKFILL <br /> I� 84" 100' 30" 30" 80 = CENTER OF STRUCTURE MATERIAL OR 5 <br /> \ 12" 96" 114" 36' 36" FOC = FACE OF CURB BANK RUN GRAVEL ----------- <br /> 8.5' 6' 2'-6"(TYPE t) <br /> TYPE 2 o` , • <br /> 10'CURB AND GUIIhJt 3'-0"(TYPE 1L) w' �!. 'Pa 4 <br /> NOTCH BUS CURB M <br /> lw i <br /> ii i. - <br /> 6'BUS PLATFORM BUMPER AT DRAIN 13" I(l^I W 96 0 <br /> STANDARD OR VANED Q%1'+ai-r••- <br /> PIPE 1.06' FRAME AND GRATE 4• 4• ,.taw,0 <br /> ` 5/24/17 <br /> 5'MIN. w . <br /> ` ) TOP OF ROADWAY D .w <br /> of .. ... <br /> 3'STORM DRAIN PIPE } iv a 'a <br /> COLUMN FOUNDATION CRUSHED , 12"MIN <br /> SURFACING <br /> (SEE F SERIES SHEETS 20" TOP COURSE <br /> FOR DETAILS) GRATE 3 POWER OR Z <br /> 8 COMMUNICATION O <br /> o CONDUIT <br /> OUTLET THROUGH CURB CONNECTION <br /> TYPE 1 & TYPE 11 P <br /> STORM DRAIN CONNECTIONS AT STATION COLUMN UTILITY TRENCH DETAIL D <br /> NOT TO SCALE <br /> NOTES; NOT TO SCALE <br /> 1. CENTER OF GRATE =CENTER OF STRUCTURE FOR TYPE 1 AND TYPE 1L STRUCTURES ONLY NOTE: UTILITY TRENCH MAY Z <br /> BE ADJUSTED TO AVOID <br /> - 02"POWER FEED CONDUIT IN CONFLICTS AS APPROVED. <br /> 01 1/2"POWER FEED CONDUIT OUT TO ICONIC MARKER 2. SPECIFIED NORTHING AND EASTING REFERENCE CENTER OF STRUCTURE FOR ALL DRAINAGE FACILITIES O <br /> 2 X 01"POWER FEED CONDUIT OUT TO 7VL4'S UNLESS OTHERWISE NOTED ON PLANS '+ <br /> 03"COMM FEED CONDUIT IN v <br /> 4"MIN TYPICAL STRUCTURE PLACEMENT DETAIL Z <br /> LOAD C TO MAINTAIN• P <br /> (oF CENTER KEY ACCESS NOT TO SCALE <br /> t 3/4' \f <br /> TICKET VENDING MACHINE \ 3346"0 <br /> (OF CI) ...... <br /> 4" <br /> q CO�U <br /> e , +,) 0001111' (\�� 01"POWER FEED CONDUIT IN I <br /> i% } - FROM LOAD CENTER <br /> 3 12 V1 W <br /> 1" CLEAR <br /> 1-6 5/8' �/ Z <br /> v <br /> o Z <br /> `O W <br /> j INFORMATION 4. <br /> PANEL (OF CI) 0 W <br /> i <br /> 0 4'-5 1/12" I 4'-5 1/2" / _ J <br /> M <br /> NL <br /> O 03"POWER FEED CONDUIT FROM 01 1/2"POWER FEED CONDUIT E o <br /> iv DEDICATED SERVICE SUPPLY TO/FROM ICONIC MARKER TO <br /> U I �� LOAD CENTER 1 O —.1 <br /> IIIIII <br /> o a <br /> 0 r it 11"-- rTA1 I <br /> 0 Ni <br /> 16-120692 LDA11111111b & FlennnOk7baIP8rtner <br /> CENTER OF DEPARTURE COLUMN Snohomish CountyPlanning 11241 Willows Road NE <br /> Suite 200 <br /> Development Services Redmond Washington 98052 <br /> P Phone:(425)822-4448 <br /> N LOAD CENTER AND TVM LAYOUT ICONIC MARKER CONDUIT PLAN APPROVED FOR CONSTRUCTION FAX:(425)827-9577 <br /> www.otak.com <br /> N NOT TO SCALE By: 32130T <br /> *NOTE: TICKET VENDING MACHINE PLACEMENT SHALL ASSURE RAN Permit No. Project No. <br /> A MINIMUM OF 4-INCHES CLEARANCE IS MAINTAINED BETWEEN Date: C6,04 <br /> ii FRONT OF LOAD CENTER AND FRONT OF TICKET VENDING MACHINE. <br /> o Drawing No. <br /> ac_j) <br />