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Home My WebLink AboutSWP2702959.20) LO N N CL ABBREVIATIONS ABBREVIATIONS AVE AVENUE RED REDUCER AC ASBESTOS CEMENT PIPE REINF REINFORCE ADJ ADJUST REQD REQUIRED ALT ALTERNATE R W RIGHT-OF-WAY ALUM ALUMINUM S SLOPE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE S SOUTH ASPH ASPHALT SCH SCHEDULE ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS SF SQUARE FEET ASSY ASSEMBLY SHT SHEET BF BLIND FLANGE SPECS SPECIFICATIONS BLDG BUILDING SQ SQUARE BLK BLOCK SSCO SANITARY SEWER CLEANOUT BO BLOW OFF SSMH SANITARY SEWER MANHOLE CTR CENTER STA STATION CAP CORRUGATED ALUMINUM PIPE STD STANDARD CB CATCH BASIN TC TOP OF CURB CI CAST IRON TEL TELEPHONE C� CENTER LINE THRD THREADED CLR CLEARANCE THRU THROUGH CMP CORRUGATED METAL PIPE TYP TYPICAL CO CLEANOUT VERT VERTICAL CONC CONCRETE W WEST C CONDUIT W/ WITH CONN CONNECTION W/O WITHOUT CONTR CONTRACTOR WTR WATER CONT CONTINUOUS CPEP CORRUGATED POLYETHYLENE PIPE COUPLING SYMBOL LEGEND CYLG CUBIC CONT CONTINUED CL CLASS EXISTING PROPOSED DESCRIPTION CF CUBIC FEET CFS CUBIC FEET PER SECOND DC DUCRILE IRON URVATURE DIA DIAMETER DOT DEPARTMENT OF TRANSPORTATION DIM DIMENSION DWGS DRAWING(S) DRAIN EDOA EDGE OF ASPHALT E EAST EA EACH EL ELEVATION EL ELBOW ELEC ELECTRICAL EXIST EXISTING F FORCE MAIN — — — — FIG FIGURE FIN FINISHED FL FLANGE _ FT FEET FO FIBER OPTIC - - FOC FACE OF CURB GA GAUGE GALV GALVANIZED GI GALVANIZED IRON — — — — GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE - - -- ID INSIDE DIAMETER IE INVERT ELEVATION NV INVERT IN INCH FO L LENGTH LB POUND P LF LI N EAR FEET T MAX MAXIMUM MFR MANUFACTURER W MH MANHOLE MIN MINIMUM G MJ MECHANICAL JOINT MISC MISCELLANEOUS I _ N NORTH NTOS NOTIBTO S SCALE OC ON CENTER SD OD OUTSIDE DIAMETER PI POINT OF INTERSECTION PP POWER POLE SD PVI POINT OF VERTICAL INTERSECTION PE PERF PERFORATED PVC POLYVINYL CHLORIDE PVMT PAVEMENT PVT POINT OF VERTICAL TANGENT PC POINT OF CURVATURE PT POINT OF TANGENCY QTY QUANTITY R RADIUS RET RETAINING RR RAILROAD F �— D x x x E T 0 0 CURB & GUTTER ASPHALT PAVEMENT GRAVEL SURFACING CONCRETE SURFACING 21 CONCRETE SIDEWALK RIGHT-OF-WAY LINE CENTERLINE OF ROADWAY PROPERTY LINE PERMANENT EASEMENT LINE TEMPORARY EASEMENT LINE CONTOUR LINE BURIED CABLE TV W SD SD SYMBOL LEGEND EXISTING PROPOSED DESCRIPTION POLE WITH GUY WIRE -�- POWER / TELEPHONE / GUY POLE LUMINAIRE zt YARD LIGHT ® JUNCTION BOX (AS NOTED) D4 H GATE VALVE t� BUTTERFLY VALVE ® WATER METER fi FIRE HYDRANT REDUCER THRUST BLOCK TRANSITION COUPLING OR FLANGE COUPLING ADAPTER > > CAP/PLUG BLOW -OFF Q WELL MAIL BOX (NOTED) n SIGN *__�'TED �ED CD /e\ EMBANKMENT TREE (CONIFER) TREE (DECIDUOUS) SHRUBS BUILDINGS ROCK WALL ELEVATION POINT BORING AND TEST PIT LOCATIONS MONUMENT ANGLE POINT /CONTROL POINT BENCH MARK DETAIL NUMBER 1 1 REFERENCE SHEEP WHATCOM k r PPgEyND L1 REILL OKANGGAN FERRY ) s sKAGrT STEVEN CLALLAM —b SNGHIIMIS;-3 CHELAN JEFFERSON SP13 ANE .. ATTLE 1 DOUGLA f LINCOLN { RENT O _ E, ' SPOKNE l GRAYS MASON KING GRANT HARBOR PIERCE KITTITAS OLYM IA ADAMS WHITMAN TH RSTO j I PACIFI LEWIS FRANKLIN — ' ARFiEL \VAHKIA#�UM YAKIMA _ I TE CLUMsA C WLI � SKAMANTA � BENTON WALLA WALL ASOTIN I KLICKITAT LARK VICINITY MAP NOT TO SCALE INDEX SHEET NO. DESCRIPTION 1 COVER 2 VICINITY & LOCATION MAPS, SYMBOL LEGEND, ABBREVIATIONS, AND INDEX 3 SURVEY CONTROL TABLE AND MAP 4-5 STORM DRAINAGE IMPROVEMENT PLAN & PROFILE 6 STREET RESTORATION PLAN 7-9 DETAILS SW 7TH I ST 4 m1ti7LI!■ ' • I- 405 LOCATION MAP SCALE: 1 "=500' AS RUI LT PER CONTRA CTOR'S RECORD min 03 DP2 9159 E 2 SURVEYED: SCKE: DATE: S.T. VERTICAL.- NA1D ;Be°s%,ee, ,� 6/18/03 DESN?IED W t �- CITY OFM.S.W. 7TH STREET DRAINAGE IMPROVEMENT PROJECT Fly: DRAWN: R E N T O N PHASE 1 - MORRIS AVE. S. TO BURNETT AVE. S. PAGE: J.N. DRAWING "°: C.� abol'rie, CHECI(ED. AT FULL DATUM Planning/Building/Public Works Dept. VICINITY & LOCATION MAPS, SYMBOL LEGEND, CONSULTING ENGINEERS M.W. IF NOT ONE INCH 701 DEXTER AVENUE NORTH SUITE 200 NO. REVISION BY DATE APPR APP�D SEATTLE, WASHINGTON 98109 (206) 284-0860 K.E.SCALE AccoRwNav AN 2 D INDEX �` :9:j Swp 1' �:� /� t ' , _. , t�o.. J�.ruv�vcv AIIH G Z 2,atcC /a3 BURIED FIBER OPTIC BURIED POWER BURIED TELEPHONE WATER MAIN (SIZE AS NOTED) GAS MAI N IRRIGATION LINE SANITARY SEWER STORM DRAIN (DIA. < 1891) STORM DRAIN (DIA. >= 1800) SANITARY SEWER FORCE MAIN DITCH CULVERT (SIZE & TYPE AS NOTED) FENCE (TYPE AS NOTED) FENCE (WITH GATE) TELEPHONE VAULT POWER VAULT TELEPHONE MANHOLE MANHOLE OR DRYWELL (AS NOTED) CLEANOUT TYPE 1 CATCH BASIN OR CURB INLET TYPE 2 CATCH BASIN I rj