HomeMy WebLinkAboutR-417859NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
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18" IE IN=357.28.(NE)(EX)
PROPOSED
18" IE OUT=357.00 (SW)
8" IE IN=359.53 (NW)
CURB CURB
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CNIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
CNIL CONSTRUCTION PERMIT RMUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
REVISION
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1. ALL CATCH BASINS WITHIN THE RIGHT — — PROPERTY UNE/ROW UNE O
OF WAY SHALL BE CONSTRUCTED WITH O
VANED GRATE LOCKING UD, UNLESS ROW CENTERLINE O
NOTED OTHERWISE. N
ss ss ss- ASPHALT
0 ROADSIDE INFILTRATING BIORETENTION
PLANTER PER CITY OF RENTON J
so STANDARD DETAIL 262.00 ON SHEET o P CONCRETE
C5.50 CONSTRUCTED 'NTH
THROUGH —CURB INLET AT UPSTREAM
SIDE OF PLANTER CONNECT OVERFLOW CURB
VON TO CONVEYANCE IN ROW. CONTRACTOR
s SHALL PROTECT BIORETENTION AREA —360— MAJOR FINISHED GRADE CONTOUR
DURING CONSTRUCTION TO PREVENT
COMPACTION OR SILTATION. 362 MINOR FINISHED GRADE CONTOUR M
ICE) ON —SITE BIORETENTION PER CITY OF —�— STORM DRAIN LINE M
s f RENTON STANDARD DETAIL 262.20 ON ® CATCH BASIN $� $b O
—sD sD SD SHEET C5.52. CONTRACTOR SHALL
C5.50 C5.50
PROTECT BIORETENTION AREA DURING 1 5 00
00 CONSTRUCTION TO PREVENT
°y COMPACTION OR SILTATION. CLEANOUT C5.52 d
ss ss 11 BIORETENTION ID
® CONNECT TO EXISTING STORM
STRUCTURE. CONTRACTOR SHALL 1 O
CONFIRM LOCATION AND ELEVATION OF CURB INLET C5.51
STRUCTURE AND CONNECTED PIPES
AND NOTIFY ENGINEER OF ANY BIOPOD
DISCREPANCIES.
5. PLACE ETHAFOAM PAD BETWEEN PIPE
CROSSINGS WITHIN LESS THAN 18"
CLEARANCE.
6. ALL STORM DRAINAGE PIPE 12" OR
LARGER SHALL BE TYPE S, LINED
CORRUGATED POLYETHYLENE (LCPE)
PER WSDOT STANDARD SPECIFICATIONS
9-05.19 UNLESS INDICATED OTHERWISE.
DUCTILE IRON STORM DRAIN PIPE
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1 1I = 20 % HORZ 47 16015th Avenue, Suite 1600
0 2.5' 5' 10' o RACISTSeattle, WA 98101
�9g(ONAL W6t'V 2W.622.5822
1 inch = 5 k. YIItT www.kpTf.cam
3/11/2022
M,. AS NOTED a4`°""'°'°"n°°' CITY OF
Vaff' RENTON
�� DATUM
� caw,w Planning/Building/Public OF
Dept.
IF NOT ONE INCH
R-417859
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
JFarah04/01/2022 11 msipp004/07/2022 O
SOLERA
2842 NE SUNSET BLVD
RENTON, WA 98056
GRADING AND STORM DRAINAGE
NE SUNSET BOULEVARD PLAN AND PROFILE
DI NO
C5.17
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