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HomeMy WebLinkAboutEX_04_P_Site_Plan_190319_v110' BUILDING SETBACK EXISTING WETLAND BOUNDARY COVERED LUMBER SALES NEW DRIVEWAY APPROACH NEW DRIVEWAY APPROACH T EAST VALLEY ROADEAST VALLEY ROADSW 27TH ST56.25' WETLAND BUFFER PROPOSED BUILDING 26' 26' 26' 18'26' R25' R25' 9' 7'(TYP) (TYP) (TYP) (TYP) (TYP) 9'(TYP) (TYP) PARCEL BOUNDARY LINE LUMBER RACKS PARCEL BOUNDARY LINE S89° 45' 25"E 406.80' S89° 39' 04"E 167.06'S1° 49' 52"W108.04'S89° 39' 04"E 452.25'S1° 49' 52"W658.54'S89° 45' 25"E 361.01'S1° 49' 52"W658.54'S89° 45' 25"E 321.19'S9° 28' 54"E628.23'MATCH EXISTING MATCH EXISTING 10' BUILDING SETBACK 15' BUILDING SETBACK EXISTING BUILDING TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING BUILDING TO BE REMOVED R4.5' PEDESTRIAN WALKING PATH ROOF OVERHANG 8' 10' 3' 8' 6' MATCH EXISTING NEW DRIVEWAY APPROACH NEW DRIVEWAY APPROACH 10' LANDSCAPE BUFFER LEGEND EXISTING PROPOSED TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: JURISDICTION: PARCEL ACREAGE: 3023059099 2980 EAST VALLEY RD RENTON, WA 98057 CA CITY OF RENTON 80,199 S.F. LEGAL DESCRIPTION BASIS OF BEARING VERTICAL DATUM PROJECT INFORMATION IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. UTILITY NOTE FILL SPECIFICATION TRENCH NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. TOPOGRAPHIC NOTE N GRAPHIC SCALE 0 40 80 1" = 40 FEET 20 ARCHITECT: SURVEYOR: AHBL 2215 N 30TH ST TACOMA, WA 98403 PHONE: 253.383.2422 CONTACT: DEAN ROBINSON, PLS RONHOVDE ARCHITECTS LLC 14900 INTERURBAN AVE S, SUITE 138 TUKWILA, WA 98168 CONTACT: LES SEIFERT PHONE: 206.859.5500 EMAIL: les@ronhovdearchitects.com OWNER/APPLICANT: COMPTON LUMBER CO 3847 1ST AVE S SEATTLE WA 98134 GEOTECHNICAL ENGINEER: TERRA ASSOCIATES, INC. 1220 113TH AVENUE NE, STE. 130 KIRKLAND, WA 98034 PHONE: 425.821.7777 CONTACT: TED SCHEPPER EMAIL: TSCHEPPER@TERRA-ASSOCIATES.COM 3023059091 2990 EAST VALLEY RD RENTON, WA 98057 CA CITY OF RENTON 18,042 S.F. 3023059098 2960 EAST VALLEY RD RENTON, WA 98055 CA CITY OF RENTON 88,299 S.F. 3023059096 2940 EAST VALLEY RD RENTON, WA 98057 CA CITY OF RENTON 68,220 S.F. PER FIRST AMERICAN TITLE COMPANY ORDER NO. NCS-827513-WA1 DATED DECEMBER 8, 2016 PARCEL A: THE NORTH 200 FEET OF THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NO. 5346369; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1079782. PARCEL B: THE SOUTH 230 FEET OF THE NORTH 430 FEET OF THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NO. 5346369; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1079782. PARCEL C: THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF PRIMARY STATE HIGHWAY NO. 5 AS ESTABLISHED BY DEED RECORDED UNDER RECORDING NO.5346369; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 1079782; AND EXCEPT THE NORTH 430 FEET THEREOF; AND EXCEPT THE EAST 167 FEET OF THE WEST 197 FEET OF THE SOUTH 108 FEET OF SAID NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION. PARCEL D: THE EAST 167 FEET OF THE WEST 197 FEET OF THE SOUTH 108 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS OBSERVATIONS USING WSRN AND GEOID 2012A. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) ELEV: 230.75 NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF MEASUREMENT ARE US SURVEY FEET. VERIFIED CITY OF RENTON 230 (CASE MONUMENT AT S 23RD ST AND WILLIAMS AVE CUL DE SAC) P T W W FOUND MONUMENT AS NOTED NAIL AND WASHER SET REBAR AND CAP FOUND PROPERTY CORNER BOLLARD MAIL BOX SIGN AS NOTED SOIL BORE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM CLEANOUT STORM CATCH BASIN STORM MANHOLE GAS VALVE UTILITY POWER POLE JUNCTION BOX POWER MANHOLE POWER METER LUMINAIRE COMMUNICATIONS MANHOLE TELEPHONE RISER TELEPHONE VAULT BLOW OFF VALVE FIRE HYDRANT HOSE BIB IRRIGATION CONTROL VALVE WATER METER WATER MANHOLE POST INDICATOR VALVE WATER VALVE WATER VAULT U-UNKNOWN DECIDUOUS TREE POWER VAULT HB STORM LINE SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE COMMUNICATION LINE OVERHEAD UTILITIES FENCE ASPHALT CONCRETE WETLAND FIRE SERVICE LINE ROOF DRAIN LINE SW 27TH ST E VALLEY RDSW 23RD ST OAKESDALE AVE SWLIND AVE SWHIGHWAY 167515 515 TALBOT RD SS 23RD ST S 31ST ST SITE N VICINITY MAP SCALE: 1" = 1/4 MILE (1320') AHBL, INC. 2215 NORTH 30TH STREET - SUITE 300 TACOMA, WA 98403 PHONE: 253.383.2422 CONTACT: TODD SAWIN, P.E. EMAIL: TSAWIN@AHBL.COM CIVIL ENGINEER: LANDSCAPE AREA Know what's below. before you dig.Call R SOUNDVIEW CONSULTANTS LLC 2907 HARBORVIEW DRIVE, SUITE D GIG HARBOR, WA 98335 PHONE: 253.514.8952 CONTACT: JEREMY DOWNS EMAIL: JEREMY@SOUNDVIEWCONSULTANTS.COM WETLAND BIOLOGIST: CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDSAAANNNNNNN COMPTON LUMBER RENTON A-NNNNNNN TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB TACOMA SEATTLE SPOKANE TRI-CITIES EXISTING PARCEL TO BE MAINTAINED DURING CONSTRUCTION PARKING REQUIREMENTS STALLS GENERAL OFFICE = 10,000 SF 20 RETAIL/ WHOLESALE SALES (SHOWROOM) = 10,000 SF 25 WAREHOUSE= 30,000 SF 20 OUTDORR SALES = 31515 SF 16 TOTAL 81 PARKING PROVIDED TOTAL 99 C0.1 1 SITE PLAN COVER SHEET