HomeMy WebLinkAboutEx_04_Utilities_Plan250260270242244246248252254256258262264266268272274276278250246248252254256258260262270266268272240240242S 132ND ST10+00 11+00 12+00 12+75
SSMH#1
SSCO #1
CONNECT EXISTING LOT
TO NEW SERVICE
RIM: 244.58
IE: 237.47 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 @ ???
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#3
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
STA: 12+69.87, 0.00'
RIM: 262.47
SSMH#3, 48" SSMH
IE IN: 252.62 (6"NE)
IE OUT: 252.49 (8"S)
SSMH#1, 48" SSMH
STA: 10+15, 0.00'
RIM: 240.20
IE IN: 229.97 (8"N)
IE IN: 229.97 (8"W)
IE OUT: 229.87 (8"E)
4.0'
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
STA: 11+12.97, 0.00'
RIM: 244.70
SSMH#2, 48" SSMH
IE IN: 236.80 (8"N)
IE IN: 236.83 (6"E)
IE OUT: 236.70 (8"S)
98 LF
8
"
PVC @ 6.90
%
157 L
F
8"
PVC
@ 10.
0
0
%
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-____
SP0.2
----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.
04/29/2021
RECEIVED
08/11/2021
AMorganroth
PLANNING DIVISION
DocuSign Envelope ID: DE8E6DBB-4A7F-41D7-9A73-AA7FD64486D1