Loading...
HomeMy WebLinkAboutP_SPR_Utility_Plan_201201_v1.pdf250260270242244246248252254256258262264266268272274276278250246248252254256258260262270266268272240240242S 132ND ST10+00 11+00 12+00 12+75 SSMH#1 SSCO #1 CONNECT EXISTING LOT TO NEW SERVICE RIM: 244.58 IE: 239.08 6" (W)SSCO#2 RIM: 249.50 IE: 244.00 6" (W) SSCO#3 RIM: 256.50 IE: 249.87 6" (W) 254 LF 8" PVC @ 8.06% PROPOSED WATER MAIN CONNECTION PROPOSED HYDRANT PROPOSED HYDRANT 15' WATER EASEMENT APPROXIMATE CONNECTION TO EXISTING OFFSITE WATER MAIN 15.0' WATER EASEMENT 15.0' SEWER EASEMENT EX. SSMH SSMH#2 PROPOSED WATER METER (TYP.) PAD: 249.50 PAD: 256.50 PAD: 269.50 FF: 244.9 ± 243LF 8" PVC WATER MAIN 100LF 8" PVC WATER MAIN 15LF 8" PVC WATER MAIN 228 230 235 240 245 250 255 260 228 230 235 240 245 250 255 260 EXISTING GRADE ELEV. AT PIPE CENTERLINE PROPOSED GRADE ELEV. AT PIPE CENTERLINE 10+50 11+00 11+50 12+00 12+50 N: 180156.35 E: 1294931.35 RIM: 262.47 SSMH#2, 48" SSMH IE IN: 258.82 (6"NE) IE OUT: 250.46 (8"S) SSMH#1, 48" SSMH RIM: 240.20 IE IN: 229.97 (8"N) IE IN: 229.97 (8"W) IE OUT: 229.87 (8"E) N: 179901.98 E: 1294926.37 254 L F 8 " PVC @ 8.06 % 2.5'12' PROPOSED GRADE AT PIPE CENTERLINE EXISTING GRADE AT PIPE CENTERLINE EXISTING WATER MAIN CROSSING, APPROXIMATE LOCATION PROPOSED STORM CROSSING PROPOSED STORM DETENTION SYSTEM LOT 4 SIDE SEWER INSIDE DROP MANHOLEROW CENTERLINEROWROW DEDICATIONLOT 1 SIDE SEWER LOT 2 SIDE SEWER LOT 3 SIDE SEWER 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 PERMIT SET AHBL JOB #2200320.10 6 Know what's below. before you dig.Call RTED-___C:20-____LUA:20-____PR:20-000015R-____ SP0.2 ----Q:\2020\2200320\10_CIV\CAD\_SPR\2200320-SH-UTIL.dwgUTILITY PLAN SP0.2 ONSITE SEWER PROFILE SCALE: H:1"=20', V:1"=4' GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 NWATER NOTES 1. AN RPBA IS REQURED BEHIND EACH WATER METER BECAUSE THE WATER PRESSURE IS GREATER THAN 80 PSI. 2. A DOMESTIC METER WITH A MINIMUM 1" WATER SERVICE LINE IS REQUIRED TO SERVE EACH RESIDENCE. 3. A DCVA IS REQUIRED BEHIND DOMESTIC METERS IF THE BUILDING ARE 3-STORY. 11/05/2020 SITE PLAN REVIEW