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HomeMy WebLinkAboutSPR Plans to be Signed.pdfT EAST VALLEY ROADS.R. 167SW 34TH ST 12%6%24 22 23 118 DISPLAY DISPLAY DISPLAY DISPLAYDISPLAY 2 44 SERVICE/EMPLOYEESERVICE/EMPLOYEE10 DISPLAY 14 DISPLAY DISPLAY 22 DISPLAY 20 DISPLAY 20 7 DISPLAY11 DISPLAY6 CUSTOMERSERVICE DRIVE CAR WASH 2 13 DISPLAY3 8CUSTOMERSIGN BIKERAMP UP6 3 DISPLAY SERVICE/EMPLOYEESERVICE/EMPLOYEESERVICE/EMPLOYEEFENCE TO BE REMOVED 25' 27' ROOF OVERHANG ROOF OVERHANG 30' 190' 5' 24' 24' 117.32' TRASH/RECYCLING ENCLOSURE PARCEL #3023059027CONNECT TO EXISTING WALK EXISTING UTILITY POLE EXISTING FIRE HYDRANT ARCHITECTURAL STRUCTURE ROOF OVERHANG 24' 95.5' 25' 18' DEALERSHIP SIGN REPLACE DRIVEWAY ACCESS EXISTING TRANSFORMER 6' SIDEWALK 8' PLANTER 22' LANDSCAPE EXISTING UTILITY POLE EXISTING FIRE HYDRANT 80.65' R.O.W. 24' 20' (TYP.) 9' (TYP.) EXISTING PAVEMENT TO BE REMOVED FENCE TO BE REMOVED ASPHALT PAVEMENT (TYP.) PARCEL #3023059090 9' (TYP.) 40' (TYP.) 9' (TYP.) 20' (TYP.) 24' 24'124.52' TRASH/RECYCLING ENCLOSURE DISPLAY TOWER EXISTING BUILDING TO BE DEMOLISHED PROPOSED BUILDING FOOTPRINT: 47,535 SF TOTAL: 64,935 SF (NOT INCLUDING ROOFTOP PARKING) 250' 24.33' WETLAND BUFFER WETLAND BOUNDARY 75' WETLAND BUFFER 137' 56.05' 24' 26' 50' 69.42' 150.3' PARCEL #3023059067 EXISTING SIDEWALK TO BE REMOVED EXISTING CURB TO REMAIN REPLACE DRIVEWAY ACCESS 30' CONNECT TO EXISTING SIDEWALK NEW DRIVEWAY ACCESS 30' BIKE RACK 41.37' HALF R.O.W. REPLACE RAMP REPLACE RAMP R.O.W1 2 3 4 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 Know what's below. before you dig.Call R 3 STKMKWBEB MAY 2, 2018 SITE PLAN REVIEW 2180100.10 601 ST. HELENS AVENUE TACOMA, WA98402 ROGER HANSEN HHJ ARCHITECTS, PLLC WALKER AUTO DEALERSHIP A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 30, TWN. 23 N., RGE. 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. WALKER AUTO DEALERSHIP DATE: April 27, 2018 FILENAME: Q:\2018\2180100\10_CIV\CAD\_Site Plan Review\2180100-SH-COVR.dwg C0.1 1 SITEPLAN N GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 SITE ADDRESS 3400 EAST VALLEY RD RENTON, WA 98057 PARCEL #3023059067 PARKING SUMMARY REQUIRED: 1 SPACE/5,000SF = 13 CUSTOMER SPACES PROVIDED: (REFER TO FLOOR PLAN FOR ROOFTOP PARKING) 14 CUSTOMER SPACES PROVIDED 55 SERVICE/EMPLOYEE SPACES PROVIDED 266 DISPLAY SPACES PROVIDED 335 TOTAL SPACES PROVIDED 05/01/2018 T EAST VALLEY ROADS.R. 167SW 34TH ST 12%6%PROPOSED BUILDING FINISHED FLOOR: 22.0 SSCO #1 RIM: 21.95 IE: 18.50 6" (W) SSCO #3 RIM: 21.95 IE: 18.50 6" (S) SSCO #2 RIM: 21.88 IE: 18.44 6" (E) IE: 18.44 6" (W) SSCO #4 RIM: 20.66 IE: 17.15 6" (E) IE: 17.15 6" (W) IE: 17.15 6" (N) SSCO #6 RIM: 21.25 IE: 13.36 6" (S) IE: 13.36 6" (NW) SSCO #5 RIM: 20.72 IE: 15.53 6" (E) IE: 15.53 6" (N) SSCO #7 RIM: 20.23 IE: 12.73 6" (SE) 2 LF 6" PVC @ 2.00% 2 LF 6" PVC @ 1.13% 105 LF 6" PVC @ 1.23% 131 LF 6" PVC @ 1.23% 176 LF 6" PVC @ 1.23% 47 LF 6" PVC @ 2.84% 50 LF 6" PVC @ 1.25% CONNECT TO EXISTING WALK EXISTING UTILITY POLE EXISTING FIRE HYDRANT 18' DEALERSHIP SIGN EXISTING TRANSFORMER 6.00' SIDEWALK 8' PLANTER 22' LANDSCAPE EXISTING UTILITY POLE EXISTING FIRE HYDRANT 80.65' R.O.W. EXISTING SIDEWALK TO BE REMOVED EXISTING CURB TO REMAIN REPAIR ROADWAY AS REQUIRED FOR UTILITY CONNECTION 30' CONNECT TO EXISTING SIDEWALK WATER METER FDC PIV WATER SERVICE CONNECTION FIRE SERVICE CONNECTION OIL/WATER SEPARATOR 15.00' WATER EASEMENT (TYP.) REPAIR ROADWAY AS REQUIRED FOR UTILITY CONNECTION DOMESTIC SIDE SEWER CONNECTION SEWER CONNECTION FOR CAR WASH AND SERVICE BAYS 10" DUCTILE IRON WATER MAIN (TYP.) STORMWATER BIO-RETENTION CELL CONNECT TO EXISTING SEWER STUB HYDRANT HYDRANT R.O.WHYDRANT HYDRANT 1 2 3 4 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 Know what's below. before you dig.Call R 3 STKMKWBEB MAY 2, 2018 SITE PLAN REVIEW 2180100.10 601 ST. HELENS AVENUE TACOMA, WA98402 ROGER HANSEN HHJ ARCHITECTS, PLLC WALKER AUTO DEALERSHIP A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 30, TWN. 23 N., RGE. 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. WALKER AUTO DEALERSHIP DATE: April 27, 2018 FILENAME: Q:\2018\2180100\10_CIV\CAD\_Site Plan Review\2180100-SH-UTIL.dwg C1.0 3 UTILITY PLAN N GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 SITE ADDRESS 3400 EAST VALLEY RD RENTON, WA 98057 PARCEL #3023059067 05/01/2018 T EAST VALLEY ROADS.R. 167SW 34TH ST 12%6%24 22 23 118 DISPLAY DISPLAY DISPLAY DISPLAYDISPLAY 2 44 SERVICE/EMPLOYEESERVICE/EMPLOYEE10 DISPLAY 14 DISPLAY DISPLAY 22 DISPLAY 20 DISPLAY 20 7 DISPLAY11 DISPLAY6 CUSTOMERSERVICE DRIVE CAR WASH 2 13 DISPLAY3 8CUSTOMERSIGN BIKERAMP UP6 3 DISPLAY SERVICE/EMPLOYEESERVICE/EMPLOYEESERVICE/EMPLOYEE2020201819212121212020 20 21 2121222221 2 0 74 LF 1 2 " C P E P @ 0 . 5 0 % 113 LF 12" CPEP @ 0.49%108 LF 12" CPEP @ 0.49% 88 LF 12" CPEP @ 0.50% 87 LF 12" CPEP @ 0.50%60 LF 12" CPEP @ 1.45%116 LF 12" CPEP @ 0.49% 48 LF 12" CPEP @ 0.30% 97 LF 12" C P E P @ 0 . 4 1 % 14 LF 18" CPEP @ 0.25% DISCHARGE ADJACENT TO WETLAND 132 LF 12" CPEP @ 0.30%78 LF 12" CPEP @ 0.30%78 LF 12" CPEP @ 0 .30%80 LF 12" CPEP @ 0.30%41 LF 18" @ 0.25%400 LF BIORETENTION CELL 2' WIDTH 0.5' PONDING DEPTH WETLAND BOUNDARY WETLAND BUFFER 75.00' WETLAND BUFFER PROPOSED BUILDING FINISHED FLOOR: 22.0 PROPRIETARY TREATMENT UNIT FOR ENHANCED TREATMENT IE: 15.60 18" (E) IE: 12.59 18" (SW) CB #12 RIM: 20.84 IE: 17.79 12" (S) CB #4 RIM: 20.74 IE: 16.02 12" (NW) IE: 16.02 12" (SW) CB #6 RIM: 20.62 IE: 16.49 12" (N) IE: 16.49 12" (SW) CB #10 RIM: 20.58 IE: 18.53 12" (W) CB#1 48" TYPE 2 CB BIORETENTION OVERFLOW STRUCTURE RIM: 20.50 IE: 17.87 12" (E) CB #2 RIM: 20.48 IE: 15.63 12" (N) IE: 16.52 12" (E) IE: 15.63 18" (W) CB #9 RIM: 20.31 IE: 18.00 12" (W) IE: 18.00 12" (E) CB #8 RIM: 20.28 IE: 17.45 12" (E) IE: 17.45 12" (W) CB #14 RIM: 20.09 IE: 17.79 12" (W) CB #11 RIM: 19.81 IE: 16.92 12" (E) IE: 16.92 12" (N) IE: 16.92 12" (W) CB #13 RIM: 19.79 IE: 17.35 12" (E) IE: 17.35 12" (W) CB #3 RIM: 19.54 IE: 15.78 12" (NE) IE: 15.78 12" (S) CB #5 RIM: 19.43 IE: 16.25 12" (NE) IE: 16.25 12" (SE) CB #7 RIM: 18.93 IE: 16.88 12" (E) IE: 16.88 12" (S) OUTLET IE: 17.50 12" (W)R.O.W1 2 3 4 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 Know what's below. before you dig.Call R 3 STKMKWBEB MAY 2, 2018 SITE PLAN REVIEW 2180100.10 601 ST. HELENS AVENUE TACOMA, WA98402 ROGER HANSEN HHJ ARCHITECTS, PLLC WALKER AUTO DEALERSHIP A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SEC. 30, TWN. 23 N., RGE. 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON. WALKER AUTO DEALERSHIP DATE: April 27, 2018 FILENAME: Q:\2018\2180100\10_CIV\CAD\_Site Plan Review\2180100-SH-STRM-GRAD.dwg C1.1 4 GRADING AND DRAINAGE PLAN N GRAPHIC SCALE 0 30 60 1" = 30 FEET 15 1 - 1 NOT TO SCALE BIORETENTION CELL EARTHWORK QUANTITIES CUT:600 CY FILL:14,300 CY NET: 13,700 CY IMPORT NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT HAVE STRIPPING, COMPACTION, OR CUT OR FILL ADJUSTMENT FACTORS APPLIED TO THEM. NOTE: FILL MATERIAL SHALL BE STRUCTURAL FILL PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. UP TO 20,000 CY OF CONTAMINATED MATERIAL WILL BE REMOVED FROM THE SITE. REFER TO SEPARATE REMEDIATION PLAN. PROJECT AREAS PARCEL AREA: 247,713 SF (5.69 AC) DISTURBED AREA: 209,808 SF (4.82 AC) 8'2' 1 31' BOTTOM OF BIORETENTION CELL OVERFLOW ELEVATION WASHED ROCK PERFORATED UNDERDRAIN BIORETENTION SOIL MIX (BSM) 1.00 1.5' 1 3 CATCH BASIN OVERFLOW STRUCTURE 1 3 1' GRAVEL SECTION WHEELSTOP PARKING LOT 2' 05/01/2018