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Home My WebLink AboutR-398102: _9 iiq pilq�qq� 11111� = ::' • • 0 J E v z 0 J 3 0 i 3 0 v, o� M 0 0 M U 0 a 0 L U EXISTING PROPOSED DESCRIPTION 0 CLEAN OUT -- -- --__ — ----- 18 TOPOGRAPHIC CONTOUR ---------- 2} - . ----. -- 20 TOPOGRAPHIC CONTOUR (INDEX) — — PROPERTY LINE —®------ RIGHT OF WAY LINE WSDOT LIMITED ACCESS R/W SURVEY MONUMENT A SURVEY CONTROL POINT DOUBLE CHECK VALVE �- -- — - w WATER LINE SS _ - _._ SANITARY SEWER LINE (<12") SCE _ .__ _ . STORM DRAIN LINE (SOLID) (<12") -- --- -- - --.. -- STORM OR SANITARY LINE (>12") STORM DRAIN CULVERT SWALE OR DITCH COM— TELECOMMUNICATIONS TELECOMMUNICATIONS LINE --- - G -- ---- GAS LINE - -- -- P - -- -- POWER LINE WIRE FENCE WOOD FENCE 0 CHAIN LINK FENCE OVERHEAD LINE 0 1 GUARDRAIL HANDHOLE s WATER METER FIRE HYDRANT WATER VALVE BLOW OFF ASSEMBLY x AIR RELIEF VALVE SANITARY MANHOLE i �i 0") STORM DRAIN MANHOLE j STORM DRAIN CATCH BASIN r. GAS VALVE POWER POLE PEDESTRIAN POLE --M--- GUY ANCHOR LIGHT POLE SIGNAL POLE EEI ELECTRICAL VAULT ELECTRICAL HANDHOLE ELECTRICAL TRANSFORMER COMMUNICATIONS VAULT TELEPHONE HANDHOLE -L SIGN DBDDB MAIL BOX(ES) EXISTING PROPOSED DESCRIPTION DECIDUOUS TREE EDGE OF VEGETATION CONIFER TREE SNAG SHRUB WETLAND .. GABION WALL ROCK WALL Mw wME�M • - ABBREVIATION NAME OR PHRASE AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICE ACP ASPHALT CONCRETE PAVEMENT ALT ALTERNATE AP ANGLE POINT APPROX. APPROXIMATE APWA AMERICAN PUBLIC WORKS ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ATB ASPHALT TREATED BASE BK BACK BNSF BURLINGTON NORTHERN SANTA FE BOW BOTTOM OF WALL BTM BOTTOM BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION CB CATCH BASIN CENTERLINE CED CEDAR CIP CAST IN PLACE CLR CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC. CONCRETE CONST CONSTRUCTION CONT. CONTINUOUS C.O.R. CITY OF RENTON CPP CORRUGATED PLASTIC PIPE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DEC. DECIDUOUS DEG. DEGREE DI DUCTILE IRON DIA., DIAM. DIAMETER DIAPH DIAPHRAGM DWG DRAWING E EAST EA EACH E. F. EACH FACE ELEV., EL. ELEVATION EMBED EMBEDDED OR EMBEDMENT EOP EDGE OF PAVEMENT ESC EROSION SEDIMENTATION CONTROL ESMT EASEMENT EQ. EQUAL ABBREVIATION NAME OR PHRASE EQUIV EQUIVALENT EVCE END VERTICAL CURVE ELEVATION EVSE END VERTICAL CURVE STATION EXIST., EX. EXISTING EXP EXPANSION FL FLOW LINE (ELEVATION) FOC FACE OF CURB FG FINISHED GRADE FNC FENCE GALV GALVANIZED GB GRADE BREAK GRVL GRAVEL HMA HOT MIX ASPHALT HORZ. HORIZONTAL H.S. HIGH STRENGTH I.D. INSIDE DIAMETER IE INVERT ELEVATION JT JOINT L LENGTH LF LINEAR FEET LT LEFT LRFD LOAD RESISTANCE FACTOR DESIGN LVC LENGTH OF VERTICAL CURVE M MAPLE MAX MAXIMUM MH MANHOLE MFG MANUFACTURER MIN MINIMUM MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N NORTH NEMA NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION NO. NUMBER O.C. ON CENTER O.D. OUTSIDE DIAMETER OHW ORDINARY HIGH WATER PAV'T PAVEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PERF. PERFORATED PG PERFORMANCE GRADE PI POINT OF INTERSECTION It PLATE OR PROPERTY LINE PRC POINT OF REVERSE CURVE PROP PROPOSED PSF POUNDS PER SQUARE FOOT PSG PRESTRESSED GIRDER PT POINT OF TANGENCY OR POINT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION ABBREVIATION NAME OR PHRASE R RADIUS RD ROAD RDWY ROADWAY REINF. REINFORCING OR REINFORCEMENT REQ'D REQUIRED RPM RAISED PAVEMENT MARKER RGS RIGID GALVANIZED STEEL RT RIGHT R/W RIGHT—OF—WAY S SOUTH SD STORM DRAIN SHT SHEET SPA SPACE OR SPACING SPL SPLICE SS SANITARY SEWER SSD STOPPING SIGHT DISTANCE STA STATI O N STD STANDARD STRUCT STRUCTURAL TEMP TEMPORARY TESC TEMPORARY EROSION & SEDIMENT CONTROL TOC TOP OF CURB T.O.G. TOP OF GABION TOW TOP OF WALL TYP. TYPICAL VERT. VERTICAL W WEST W/ WITH WWF WELDED WIRE FACE W.S. WATER SURFACE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEYED: JFS • , Me ,► DRAWING NO. 1.01 DRAWN BY: CMF $ `� " CITY OF RENTON HIGHLANDS TO LANDING `� ti, og w�, '`�,l .Jl PROJECT NO, 31796 DESIGN BY: TJP 0 x FED AID NO. CM-1070(007) Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) CHECK BY: LBM HanmiGlobal Partner 10230 NE inSuite Drive 31237 APPROV FOR CONSTRUCTION LEGEND & ABBREVIATIONS DATE: June. 2013 PROJ MGR: LBM livkland, washing a 9= �C18TEg�' Phone: (425) 822-4446 Csti �> SHEET NO. 2 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 SjONAL BDATE: d nwwAak.com Y: