HomeMy WebLinkAboutR-417857NW 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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W
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BIORETENTION
BOTTOM
BOTTOM
OVERFLOW
OUTLET
CONNECTED
CURB INLET
CURB INLET
NUMBER ®
AREA (SF)
ELEV.
ELEV.
IE
TO
STA.
ELEV.
20
584
353
353.45
349.61
CB #33
9.65,
31..2+2LT
353.95
I AREA DRAIN /20 SEE MEP FOR CONT. II II -.y{I lle. CB /33A, TYPE 1 INTH SUMP
RIM=353.13 D u u RIM=359.02
8" IE OUT=34 M MIXED USE BUILDING B C5.41 8" IE OUT=355.35
CBI #326
RIh 52.55 `r
8" IE OU = 48.88 " 'k ss x 5xxOF
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v ri
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W
W W w 4 w w W W w vl
Rl �3 2.9 �, z 20 ' ME SUNSET BOUT RD SR 900 I !7
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8" IE IN=3405 (Nye �"� 1 I 15 LF 8" fi 4.27X I
1+DO 8" IE OUT-348.05 (SE) j 2+00 L 3+00 I I 1 4+D0 —I
I s� sy ss �
12 LF 8' 3.79% CB 32 I '' __= _ __ i ®y 4 LF 8° 0 1.00% 1 CB /33
PROPOSED SUNSET SHELL I I I I B1000D BPU-461B
9 C—STORE REDEVELOPMENT so �� sb so I so so I so—�� 359.1A ED
SHOWN FOR REFERENCE ONLY `U„ I so SO I I 8"
IL IN=354.71 (NW) C5.53
8" IIE OUT=352.51 (SE)
o I
ss s5 ss ss ---- ss ss ss sg ssss — s s
370
365
360
355
350
345
340
1+DO 1+20 1+60 2+DO 2+40 2+80
Call all
• two business days
before you dig
O
3+20
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
REVISION
3+60 4+00
BY I DATE I APPR
370
365
360
355
350
345
340
10
KEY PLAN
NTS
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N
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O
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N
Al
NOTES:
LEGEND:
LO
1.
ALL CATCH BASINS WITHIN THE RIGHT
— —
PROPERTY UNE/ROW LINE
In
O
OF WAY SHALL BE CONSTRUCTED WITH
O
VANED GRATE LOCKING UD, UNLESS
—
ROW CENTERLINE
O
NOTED OTHERWISE.
O
N
ASPHALT
O2
ROADSIDE INFILTRATING BIORETENTION
PLANTER PER CITY OF RENTON
J
STANDARD DETAIL 262.00 ON SHEET
o
CONCRETE
C5.50 CONSTRUCTED WITH
THROUGH —CURB INLET AT UPSTREAM
SIDE OF PLANTER CONNECT OVERFLOW
CURB
TO CONVEYANCE IN ROW. CONTRACTOR
SHALL PROTECT BIORETENTION AREA
—360—
MAJOR FINISHED GRADE CONTOUR
DURING CONSTRUCTION TO PREVENT
COMPACTION OR SILTATION.
—362—
MINOR FINISHED GRADE CONTOUR
M
O3
ON —SITE BIORETENTION PER CITY OF
STORM DRAIN LINE
ccei
RENTON STANDARD DETAIL 262.20 ON
IE)
Htl Hb
CATCH BASIN
O
SHEET C5.52. CONTRACTOR SHALL
C5.50
C5.50
Q
PROTECT BIORETENTION AREA DURING
00
CONSTRUCTION TO PREVENT
0
CLEANOUT
1 S
COMPACTION OR SILTATION.
C5.52
d
®
CONNECT TO EXISTING STORM
1�
BIORETENTION ID
STRUCTURE. CONTRACTOR SHALL
CURB INLET
1 0
CONFIRM LOCATION AND ELEVATION OF
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, UNED
CORRUGATED POLYETHYLENE (LCPE)
PER WSDOT STANDARD SPECIFICATIONS
9-05.19 UNLESS INDICATED OTHERWISE.
DUCTILE IRON STORM DRAIN PIPE
SHALL BE PER WSDOT STANDARD
SPECIFICATIONS 9-05.15.
R-417857
1.,� Y g tJFarah
OMPLIANCE WITH CITY OF RENTON STANDARDS
�'� GP ■d39 et'�,
E WATER UTILITY DEVELOPMENT ENGINEERING
0 10' 20' 40' 04/01/2022 O msippo 04/07/2022
1 inch = 20 (L HORZ yp9t� �eQ 16015th Avenue, Suite 1600
0 2.5' 5'10, �O Rb'CLSRE6��q� Seattle, WA 98101
�s10Ne4 LPG 206.622.5822
1 inch = 5 R. VERT 03/11/2022 ""PR.coln
AS NOTED °°°�NAD1w °°i � CITY OF SOLERA
RENTON 2842 NE SUNSET BLVD "°' "
RENTON, WA 98056
DATUM Plai-ing/Building/Public Works Dept. GRADING AND STORM DRAINAGE C5.
F NER ONE INCH
°""" NE SUNSET BOULEVARD PLAN AND PROFILEa s,
14 ,