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Home My WebLink AboutSWP2703375.2F- V LLJ w H Z W 2 W O w IL LLJ ''H^ V♦ W O t/) Z LLI Z Q LLJ J f1. i w Q z J L,. E ti of WA d� �12 636 �CIST" �SSIONAL�� EXPIRES: 1231 FRYAR AVENUE SUMNER, WASHINGTON 98390 T.253.863.5128 F.253.863.0946 www.parametdx.com LINETYPES: SYMBOLS: EXISTING PROPOSED DESCRIPTION BUILDING LINE (EXISTING) EMBANKMENT - - CREEK/DITCH CENTERLINE (EX) MAIL BOX -_ _..... _;. CURB/PAVEMENT/SIDEWALK (EX) ROCKERY CONSTRUCTION ACCESS ROAD (PROPOSED) ------------------------------ OPTIONAL CONSTRUCTION ACCESS ROAD (PROPOSED) TREE (CONIFER) - FENCE (EXISTING) rt, TREE (DECIDUOUS) x x x FENCE (PROPOSED) SIGN ❑ ❑ 0-0-0— SILT FENCE (PROPOSED) YARD LIGHT SSAS FENCE (PROPOSED) GAS METER n n n n n n n n n GUARDRAIL (PROPOSED) §¢ GAS VALVE — - - - — — ORDINARY HIGH WATER MARK POWER VAULT MARSH/SWAMP PERIMETER -1 UTILITY POLE x ... a UTILITY POLE ANCHOR CENTERLINE (EXISTING) TELEPHONE RISER — — CENTERLINE (PROPOSED) TELEPHONE VAULT ---------------------- ---------- CONTOUR (EXISTING) ANGLE POINT _..... _ ...... CONTOUR (INDEX) BLOCK CORNER CONTOUR (PROPOSED) MONUMENT (SURFACE) nA SURVEY CONTROL POINT EASEMENT (PERMANENT) SANITARY SEWER CLEAN OUT — — — — — — — PROPERTY LINE (EXISTING) 000 • SANITARY SEWER MANHOLE — — — — — -- RIGHT—OF—WAY (EXISTING) 0 STORM DRAIN CATCH BASIN — — — — — — — — — — — — — — — JACKING PIT LIMITS (PROPOSED) _.-.._-- STORM DRAIN CULVERT SAWCUT LINE (PROPOSED) STORM DRAIN MANHOLE CABLE TELEVISION (AERIAL) CAP/PLUG COUPLING CABLE TELEVISION (BURIED) REDUCER ----- - _-rv.. - FORCE MAIN THRUST BLOCK _ : _--.__ GAS WATER METER P POWER (AERIAL) HYDRANT POWER (BURIED) AIR RELIEF N GATE/GENERAL SANITARY SEWER PLUG VALVE _..._a......, ..m._ ._.., ___ STORM DRAINAGE TEE - .�� _.. TELEPHONE (AERIAL) BEND - _— _. TELEPHONE (BURIED) BORE FIBER OPTIC (BURIED) ECOLOGY BLOCK V1 ., WATER ® SANDBAG PROPOSED UTILITY 0 CONCRETE BARRIER TYPE 2 STEEL PLATE —� AIR RELEASE VALVE Pyl------------- Datel-------- By'---.- ------- Dote'-_-__-__ -------------- BY, --------------_-- Date NO. \\\\\\ ABANDON REVISION SURVEYED: DESIGNED: R. HERMES DRAWN: J. BETZVOG CHECKED: BY DATE APPR APPROVED: SYMBOLS: EXISTING PROPOSED DESCRIPTION SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 n [:1N l�.l 0.11 QUARRY SPALLS RIP RAP STREAM GRAVEL CONC CDF ASPHALT SHOULDER CONSTRUCTION ACCESS ROADS BEDDING IMPORT FILL VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1_\ l- DATUM �u a, 116 - CITY OF RENTON Planning/Building/Public Works Dept. r 0.1 • rr 1 suN AC ASPHALT CONCRETE APPROX APPROXIMATELY ARV AIR RELIEF VALVE BNSF BURLINGTON NORTHER SANTE FE BOT BOTTOM CENTER LINE CCES CASCADE CASING END SPACER CDF CONTROLLED DENSITY FILL CLR CLEARANCE CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CSBC CRUSHED SURFACING BASE COURSE DET DETAIL DI DUCTILE IRON DIA DIAMETER DR DIMENSION RATIO DWG DRAWING E EAST, EAST I N G EA EACH EL ELEVATION EQ EQUAL EST ESTIMATED EOP EDGE OF PAVEMENT E.W. EX EXISTING FL FLANGED FT FOOT G GAS GALV GALVINIZED GND GROUND HDPE HIGH DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HP HIGH PRESSURE ID INSIDE DIAMETER IE INVERT ELEVATION K.C. KING COUNTY LT LEFT MAX MAXIMUM MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT N NORTH, NORTHING NOM NOMINAL O.C. ON CENTER OD OUTSIDE DIAMETER PLCS PLACES PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE RD ROAD RELOC RELOCATE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY S SLOPE, SOUTH SD STORM DRAIN SDR STANDARD DIMENSION RATIO SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE STA STATI O N STD STANDARD STL STEEL TEMP TEMPORARY THK THICK TYP TYPICAL U/G UNDERGROUND W WATER, WEST W/ WITH D=337503 DATE: RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT I 3/21/08 PAGE: LEGENDDRAWING NO: G2 SHEET: 2 OF:20 ]--_I 3,1.3 r- 1 rzn ova 0 o� m� �� W