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Home My WebLink AboutR-3657231 ry1 2 3 5 7 N 0 10 11 12 13 WASHINGTON STATE AUTO DEALERS ASSOCIATION HEADQUARTERS LEGAL DESCRIPTION: LOTS 6 THROUGH 16, INCLUSIVE, BLOCK 28, C. D. HILLMAN'S EARLINGTON GARDENS ADDITION TO THE CRY OF SEATTLE, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF, B RECORDED W VOLUME 17 OF PLATS, PAGE(S) 74, IN KING COUNTY, WASHINGTON. C n E F G W J VERTICAL DATUM AND BENCHMARK NOTE: THE VERTICAL DATUM USED FOR THE SUPPLEMENTAL TOPOGRAPHY SHOWN HEREON IS PER SURVEY BY WH PACIFIC, DATE 11-10-08, AS PROVIDED BY CLIENT. CITY BENCHMARK PER SURVEY BY THE FAR COMPANY, DATED JANUARY 6 — 9 OF 2006: BASIS OF BEARING: " NAVD-88 C.O.R.#1922 EL 15.400 METERS (C.O.R. AS—BUILDS APPEAR THE BASIS OF BEARING FOR THIS SURVEY IS NAD 1, AS DETERMINED FROM FIELD AND TO BE NGVD-1929)" RECORD TIES TO CITY OF RENTON CONTROL POINT NUMBERS 912 AND 1895 DEPICTED HEREON. C.O.R.#1922 IS A BRASS SURFACE DISC LOCATED ON THE WEST SIDEWALK AT THE NORTH END OF THE LEND AVE SW BRIDGE OVER 1-405. ABBREVIATIONS: ABAND ABANDON IC INTEGRAL CURB SS SANITARY SEWER AC ASBESTOS CEMENT IE INVERT ELEVATION SSCO SANITARY SEWER CLEAN OUT ACP ASPHALT CONCRETE PAVEMENT IN INCH SSMH SANITARY SEWER MANHOLE AP ANGLE POINT IRR IRRIGATION ST STREET APPROXARPROXIMATELY FINISH FLOOR ELEVATION RS STA STATION ARCH ARCHITECTURAL L LENGTH STD STANDARD ASPH ASPHALT LF LINEAR FEET SWPP STORM WATER POLLUTION FIBERROPTIC C6.07 LT LEFT 1UTILITYME PREVENTION AAS AAVENUBLY GRATE SSSPppECIFCATIONS ELEVATION MAX MAXIMUM T TELEPHONE BLDG BUILDING MDD MAXIMUM DRY DENSITY TC TOP OF CURB BLVD BOULEVARD MEP MECHANICAL, ELECTRICAL, PLUMBING TESC TEMPORARY EROSION & 8V BUTTERFLY VALVE MH MANHOLE SEDIMENT CONTROL MIN MINIMUM - TP TOP OF PAVEMENT 86C( L CENTERLINE MISC MISCELLANEOUS TRANS TRANSITION CATCH BASIN MJ MECHANICAL JOINT TYP TYPICAL CCP CEMENT CONCRETE PAVEMENT MON MONUMENT CG CURB AND GUTTER UG UNDER GROUND C NC UP UTILITY POLE CL CC IRON NOORICHU CMP CORRUGATED METAL PIPE NIC NOT IN CONTRACT V VALVE GO CLEAN OUT NTS NOT TO SCALE VAC VACUUM COMP COMPACTED VAP VERTICAL ANGLE POINT CONC CONCRETE O.C. ON CENTER VC VERTICAL CURB CPEP CORRUGATED POLYETHYLENE PIPE OFF OFFSET VERT VERTICAL CR CROWN VPI VERTICAL POINT OF INTERSECTION CSTC CRUSHED SURFACING TOP COURSE PC POINT OF CURVE CF CUBIC FEET PED PEDESTRIAN Wy, WEST CY CUBIC YARD PE POLY ETHYLENE WITH PI POINT OF INTERSECTION YIVYry WATER VALVE D DRAIN PL PROPERTY UNE WO WORK ORDER DIA DIUAMETTEERIRON PROP PROPOSED DSS DRDOWWNSAPYOUT PRESSUREVALVE PTS OF TANGENT VINYLCHLORIDE E EAST PVC POINT VECRTICALD EA EACH PN POINT OF VERTICAL INTERSECTION EC EXTRUDED CURB PVMT PAVEMENT EL ELEVATION PVT POINT OF VERTICAL TANGENT E EEROSION WASHINGTON STATE AUTO DEALERS ASSOCIATION BORA 16000 CHRISTENSEN RD. #150 g SEDIMENT CONTROL RL RROOOIFF LEADER EXC EXCAVATION RR RAILROAD EXIST EXISTING RW RIGHT—OF—WAY EICRA 21062106 PACIFIC AVENUE, SUITE 300 Z RCP REINFORCED CONCRETE PIPE FD FOOTING DRAIN RJ RESTRAINED JOINT EMAIL, ssturza0bcraengineering.com FINISH FLOOR ELEVATION RS RESILIENT SEATED F L FLOW LINE RT RIGHT C6.02 FIRE HYDRANT C6.03 STORM DRAINAGE DETAILS FL NT s SOUTH FO FIBERROPTIC C6.07 RHINFT C6.08 1UTILITYME SO SPECS ARE E GE GRATE SSSPppECIFCATIONS ELEVATION WD S VENEFDALRRE AINING WALL GRVL GRAVEL N m 0 GV GAS VALVE U)co H HEIGHT C) z W HORIZ HORIZONTAL VICINITY MAP NTS A PORTION OF SW 4, NW j SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON N- 40 20 0 iLj 15 0. U mmWam3w 00w I I 40 PROJECT TEAM CONTACTS EXISTING BUILDING OWNER SURVEYOR WASHINGTON STATE AUTO DEALERS ASSOCIATION BORA 16000 CHRISTENSEN RD. #150 2106 PACIFIC AVENUE, SUITE 300 TUKWILA, WA 98188 TACOMA, WA 98402 206) 433-6300 253) 627-4367 CONTACT: VICKI SANCHEZ N 253) 627-4367 W CIVIL ENGINEER J EICRA 21062106 PACIFIC AVENUE, SUITE 300 Z TACOMA, WA 98402 W 253) 627-4367 7457 So. MADISON STREET Va TACOMA, WA 98409 EMAIL, ssturza0bcraengineering.com 253) 284-0402 C5.01 U APPLICANT m 2 C6.01 SITE AND SURFACING DETAILS C6.02 SITE AND SURFACING DETAILS C6.03 STORM DRAINAGE DETAILS I I 40 PROJECT TEAM CONTACTS EXISTING BUILDING OWNER SURVEYOR WASHINGTON STATE AUTO DEALERS ASSOCIATION BORA 16000 CHRISTENSEN RD. #150 2106 PACIFIC AVENUE, SUITE 300 TUKWILA, WA 98188 TACOMA, WA 98402 206) 433-6300 253) 627-4367 CONTACT: VICKI SANCHEZ CONTACT: DAVE ICENHOWER 253) 627-4367 EMAIL dicenhowerObcmengineedng.com CIVIL ENGINEER STORM DRAINAGE EICRA 21062106 PACIFIC AVENUE, SUITE 300 EROSION CONTROL SUPERVISOR TACOMA, WA 98402 MOUNTAIN CONSTRUCTION INC. 253) 627-4367 7457 So. MADISON STREET CONTACT: SIEVE STURZA TACOMA, WA 98409 EMAIL, ssturza0bcraengineering.com 253) 284-0402 C5.01 CONTACT: JEFF STROUD APPLICANT EMAIL JEFFOMOUNTAINCONST.COM UTILITY FIELD CONTACTS NATURAL GAS DOMESTIC WATER PUGET SOUND ENERGY CITY OF RENTON 355 110TH AVENUE NE RENTON CRY HALL BELLEVUE, WA 98004 1055 S. GRADY WAY 253) 476-6420 RENTON, WA 98057 RENTON CITY HALT. 425) 430-6400 253) 627-4367 GREG ZIMMERMAN POWER STORM DRAINAGE PUGET SOUND ENERGY CITY OF RENTON 355 110TH AVENUE NE RENTON CITY HALL BELLEVUE, WA 98004 1055 S. GRADY WAY 253) 476-6420 RENTON, WA 98057 C5.00 425) 430-6400 C5.01 GREG ZIMMERMAN Ell INDEX SANITARY SEWER CABLE 2106 PACIFIC AVENUE, SUITE 300 COVER SHEET CITY OF RENTON COMCAST TACOMA, WA 98402 CESCL (TO BE UPDATED WHEN CONSTRUCTION BEGINS) RENTON CITY HALT. 866) 937-9201 253) 627-4367 STEVEN STURZA 1055 S. GRADY WAY HORIZONTAL CONTROL PLAN CONTACT: MAT BERGMAN IDI 4141015 RENTON, WA 98057 GRADING PLAN EMAIL, mbergmanObcmdesign.com 253) 627-4367 425) 430-6400 STORM DRAINAGE PROFILES I Date Plotted: 4/18/2013 12:44:26 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 — WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\11477C000 By: ---- GREG ZIMMERMAN TELEPHONE CENTURY LINK 800) 350-1044 CITY OF RENTON by: j Date: by: ROLM T by:C,i Date: 4101113 u e Date: SHEET INDEX SHEET NUMBER SHEET TITLE CO.00 COVER SHEET 1 OF 1 TOPOGRAPHIC SURVEY — 11.28.2012 (FOR REFERENCE ONLY) 1 OF 1 TOPOGRAPHIC SURVEY 08.22.2012 (FOR RBTERE14CE ONLY) CLOD DEMOLITION AND TESC PLAN C2.00 SITE PIAN C2.01 HORIZONTAL CONTROL PLAN C2.02 STREET PIAN C3.00 GRADING PLAN C4.00 STORM DRAINAGE PLAN C4.01 STORM DRAINAGE PROFILES C5.00 WATER AND SIDESEWER PLAN C5.01 DRY UTILITY PLAN C6.00 TESC DETAILS C6.01 SITE AND SURFACING DETAILS C6.02 SITE AND SURFACING DETAILS C6.03 STORM DRAINAGE DETAILS C6.04 STORM DRAINAGE DETAILS C6.05 STORM DRAINAGE DETAILS C6.06 STORM DRAINAGE DETAILS C6.07 UTILITY DETAILS C6.08 1UTILITYME C6.09 IJTILTY DETAILS R-365123 kG 2-365--7,)3 lei Know whars below. Cal l before voa I CD'. 12- 365701 DMWN: JMUJFR DESIGNED: UC/JFR REVIEWED: JJG DATE 10.05.12 3CRAN0, J CARD FILE: 1147T0000.DWG Q w LLI 0 Q D LijQ ZZ'< 003 H^• 0 83 aQ ZV Q N m 0 3 U)co C) z W DMWN: JMUJFR DESIGNED: UC/JFR REVIEWED: JJG DATE 10.05.12 3CRAN0, 114n CARD FILE: 1147T0000.DWG SHEETTITLE COVER SHEET BCRA 7 M2 SHEET C0.00 PERMIT SET t t