Loading...
HomeMy WebLinkAboutD-397602O:\proj\Y2018\18-06779-000\CAD\Dwg\record\Legend_notes-rcd.dwg | 12/5/2022 9:55 AM | Eric MarshallAT FULL SIZE, IF NOT ONEINCH SCALE ACCORDINGLYDRAWN: CHECKED: APPROVED: DATE: PROJECT NO:ONE INCH© 2022 Herrera Environmental Consultants, Inc. All rights reserved.DESIGNED: DESIGNED: DESIGNED: SCALE: DRAWN: DRAWING NO: SHEET NO: OFNo.REVISION BY APP'D DATE CALL 811 BEFORE YOU DIG PROF ESSIONAL E N G IN EERR EGIST E R E DSTATE O F WASHIN G TON29434 M A R K E WBA N KRECORD DRAWINGS NOVEMBER 2022 18-06779-001 MADSEN CREEK FLOOD RISK REDUCTION PROJECT 15 J. WAGGONER R. GLEASON C. WEST AS NOTED E. MARSHALL R. GLEASON M. EWBANK M. EWBANK LEGEND AND ABBREVATIONS G0.02 2 APPROX APPPROXIMATE AVG AVERAGE BLDG BUILDING BVC BEGIN VERTICAL CURVE CB CATCH BASIN CFS CUBIC FEET PER SECOND CG CLEAR AND GRUB C/L, CL CENTERLINE CONC CONCRETE CONST CONSTRUCT, CONSTRUCTION CP CONTROL POINT CRWSD CEDAR RIVER WATER AND SEWER DISTRICT CY CUBIC YARDS DEMO DEMOLITION DIA DIAMETER DWG DRAWING E EAST, EASTING EA EACH EL ELEVATION EVC END VERTICAL CURVE EX, EXIST EXISTING FT FEET/FOOT HOR HORIZONTAL HT HEIGHT IN INCH/INCHES KCWTD KING COUNTY WASTEWATER TREATMENT DIVISION L LENGTH LF LINEAL FOOT/FEET LT LEFT ABBREVIATIONS MAX MAXIMUM MIN MINIMUM N NORTH/NORTHING NA NOT APPLICABLE NAVD NORTH AMERICAN VERTICAL DATUM OF 1988 NO NUMBER NTS NOT TO SCALE OC ON CENTER OHW ORDINARY HIGH WATER PC POINT OF CURVATURE PI POINT OF INTERSECTION PREP PREPARATION PROP PROPOSED PVI POINT OF VERTICAL INTERSECTION QTY QUANTITY RD ROAD REF REFERENCE ROW RIGHT-OF-WAY RT RIGHT S SOUTH, SLOPE SPEC SPECIFICATION STA STATION STD STANDARD SWDM SURFACE WATER DESIGN MANUAL (CITY OF RENTON) SWPPP STORMWATER POLLUTION PREVENTION PLAN SY SQUARE YARDS TESC TEMPORARY EROSION AND SEDIMENT CONTROL TYP TYPICAL VCL VERTICAL CURVE LENGTH W WEST, WATER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WSE WATER SURFACE ELEVATION LEGEND - PROPOSED FEATURES: PROJECT LIMITS OHW ORDINARY HIGH WATER WETLAND 100Y 100-YEAR FLOODPLAIN EASEMENT RENTON CITY LIMITS CRITICAL AREAS BUFFER SILT FENCE A C-4 1 C-1 NOTE AND DETAIL/SECTION REFERENCING "-" INDICATES THAT THE DETAIL/SECTION IS SHOWN ON THE SAME SHEET "TYP" INDICATES THAT THE DETAIL/SECTION IS UNIFORMLY TYPICAL THROUGHOUT PROJECT EXCEPT WHERE OTHERWISE NOTED "VAR" SPECIFIES THAT DETAIL/SECTION WAS TAKEN FROM VARIOUS DRAWINGS SCALE: DETAIL 1 C-1NTS SCALE: SECTION A C-2NTS DETAIL REFERENCE NUMBER DRAWING ON WHICH DETAIL IS SHOWN DETAIL REFERENCE NUMBER DRAWING FROM WHICH DETAIL WAS TAKEN SECTION REFERENCE LETTER DRAWING ON WHICH SECTION IS SHOWN SECTION REFERENCE LETTER DRAWING FROM WHICH SECTION WAS TAKEN LEGEND - EXISTING FEATURES: SANITARY SEWER MAINTENANCE HOLE SANITARY SEWERSSSS GRAVEL ROADWAY SURVEY - FOUND - REBAR AND CAP GUARD RAIL TELECOM LINECC TELECOM MAINTENANCE HOLE SOIL TEST HOLE STORM DRAIN MAINTENANCE HOLE FENCEX EDGE OF PAVEMENT/ / // / // / / TREE - SURVEYED TREE - APPROXIMATE LOCATION SURVEY - SET CONTROL - HUB AND TACK STREAM GAUGE CATCH BASIN - TYPE II ROW RIGHT OF WAY ROADWAY CENTERLINE CONCRETE CULVERT SIGN SURVEY - SET CONTROL - PK NAIL SURVEY - FOUND - MONUMENT IN CASE SF SF CLEAR AND GRUB LIMITSCGCG TREE PROTECTION TREE REMOVAL CLASS A ROCK COMPOST SOCKIIIIIIIIIIII HIGH VISIBILITY SILT FENCEHVSF PERMEABLE BALLAST CONTOUR - MINOR CONTOUR - MAJOR CONTOUR - MAJOR CONTOUR - MINOR 100 100 PARCEL BOUNDARY STABILIZED ENTRANCE CHAIN LINK FENCEXX STORM DRAIN INLET PROTECTION OVERHEAD POWEROHP RECORD DRAWINGS: THE REVISIONS TO THESE CONTRACT DOCUMENTS REFLECT CHANGES IN THE WORK MADE DURING CONSTRUCTION BASED ON CHANGE ORDERS AND DATA FURNISHED BY THE CONTRACTOR. THESE RECORD DRAWINGS DO NOT IMPLY OR WARRANT THAT THE FACILITIES SHOWN ARE “AS-BUILT”. FUTURE WORK INVOLVING THESE FACILITIES SHOULD BE SUPPORTED BY ACTUAL FIELD LOCATIONS AND MEASUREMENTS. AS-BUILT D-397602