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P_SPR_Frontage_Plan_210428_v2.pdf
10+000+00 1+00 2+00 S 132ND ST 1 SP0.4 24 0 242 242 240CB #2 CB #1 CB #3 CB #5 SSMH#18" SEWER STUB 220 225 230 235 240 245 220 225 230 235 240 245 FG 240.910+50FG 240.61FG 240.321+00FG 240.05FG 239.791+50FG 239.84FG30 LF 8" PVC @ 0.50% STA: 0+68.38, 7.03' RT RIM: 240.20 SSMH#1, 48" SSMH IE IN: 229.97 (8"N) IE IN: 229.97 (8"W) IE OUT: 229.87 (8"E) 78 LF 8" PVC @ 0.50% STA: 1+46.26, 7.29' RT RIM: 239.58 EX. SSMH, 48" Ø IE IN: 229.48 (8"W) IE OUT: 229.38 (8"E) 44 LF 12" C P E P @ 2 . 9 8 % CB #2, TYPE 1L STA: 0+62, 21.99' LT RIM: 240.20 IE: 237.07 12" (W) IE: 237.07 12" (E) 63 LF 12" CPEP @ 0.75% CB #1, TYPE 1 STA 1+24.96, 21.92' LT RIM: 239.59 IE: 236.59 12" (E) IE: 236.59 12" (W) IE: 236.59 12" (N) 26 LF 12" CPEP @ 0.75% STA: 0+17.83, 17.62' LT IE: 239.12 4" (W) IE: 238.38 12" (E) RIM: 240.71 EX. CB T-1, EX. CB T-1 (SOLID), STA 1+50.34, 17.54' LT RIM: 239.65 IE: 236.40 12" (E) IE: 236.40 12" (W) EXISTING GRADE ELEV. AT ROAD CENTERLINE EXISTING GRADE AT ROAD CENTERLINE STUB FOR FUTURE EXTENSION CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT SITE PLAN REVIEW AHBL JOB #2200320.10 6 Know what's below. before you dig.Call RTED-___C:20-____LUA:20-____PR:20-000015R-____ SP0.4 ----Q:\2020\2200320\10_CIV\CAD\_SPR\2200320-SH-FRONTAGE.dwgGRAPHIC SCALE 0 20 40 1" = 20 FEET 10 FRONTAGE PLAN AND PROFILE SP0.4 N S 132ND ST PROFILE SCALE: H:1"=20', V:1"=4' 30.0'30.0' 60' ROW COMPACT SUBGRADE TO 95% AASHTO T-99 PROCTOR DENSITY 8.0'ROW CENTERLINEROWVARIES 11.5' ROW DEDICATION SIDEWALK 7.0' 0.5' 6.5'SAWCUTLINEROW8.0' BUFFER 2.0'2:1 MA X.ROWDEDICATIONMATCH EXISTING PAVEMENT SECTION AND SUBGRADE TRAFFIC CURB AND GUTTER 2% EXISTING ASPHALT 1 NOT TO SCALE S 132ND ST HALF-STREET IMPROVEMENT 5' BIKE LANE 8' PARKING 10' LANE 16.0' ADJUST HYDRANT 23.0' 8.5' 8.0' 11.5' ROW DED. 41.5' ROW ROW CENTERLINE 04/29/2021