HomeMy WebLinkAboutR-41786200
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NW 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.
21 LF 12"
/ 1.34%
h /
ROTATE AND RELOCATE
EX TYPE 1 CATCH BASIN TO
FLOWJNE. REMOVE EX 6" PIPE
WEST OF CATCH BASIN.
RIM= 354.36
EX. 6" IE OUT=352.85 (NE)
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STA. 82+60.23, 3.66' LT
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RIM=355.59
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12 IE IN=349.93 (W)
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12" IE OUT=348.92 (N)
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STA.
80+29.01, 5.54' LT
UD
STA. 80+94.50, 2.81' LT(EX)18"
STA. 81+97.49
365.74
356.8418"
IE IN-35Z95 (NE)
RIM=365.56EL
IE (N(S
12° IE IN=359.60 (SW)(EX)18"
4" XING
9TYPE2-48*
OT=357.
IE OUT=357.95 (SW)
12"-IE OUT=359.60 (SE) -
-- --
.
STA. 81+88.82
.18°
ELCI
EXIS
SOLID LID
STA. 82+99.47, 9.68' RT
RIM=355.39
12" IE'..IN=348.50 (S)...
24" IE',, OUT=347.67 I'I(W)
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80+00 80+40 80+80 81+20 81+60
Call 811
1,
• business days
before you dig
N0.
82+00 82+40 82+80
CIVIL CONSTRUCTION PERMIT
JON
103/12/211
JET
CIVIL CONSTRUCTION PERMIT RESUBM17AL
TJP
109/03/211
JET
CIVIL CONSTRUCTION PERMIT RMUBMITTAL
TJP
01/12/22
JSF
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
TJP
03/11/22
JET
REVISION
BY
DATE
APPR
375
370
365
360
355
350
345
y�I
KEY
PLAN
NTS
NOTES:
LEGEND:
1.
ALL CATCH BASINS WITHIN THE RIGHT OF
- -
PROPERTY LINE/ROW UNE
WAY SHALL BE CONSTRUCTED WITH
VANED GRATE LOCKING LID, UNLESS
ROW CENTERLINE
NOTED OTHERWISE.
ASPHALT
O2
ROADSIDE INFILTRATING BIORETENTION
PLANTER PER CITY OF RENTON STANDARD
DETAIL 262.DO ON SHEET C5.50
o o
CONCRETE
CONSTRUCTED WITH THROUGH -CURB
INLET AT UPSTREAM SIDE OF PLANTER
CONNECT OVERFLOW TO CONVEYANCE IN
CURB
ROW. CONTRACTOR SHALL PROTECT
BIORETENTION AREA DURING
-360-
MAJOR FINISHED GRADE CONTOUR
CONSTRUCTION TO PREVENT COMPACTION
OR SILTATION.
362
MINOR FINISHED GRADE CONTOUR
O3
ON -SITE BIORETENTION PER CITY OF
-so-
STORM DRAIN LINE
RENTON STANDARD DETAIL 262.20 ON
H4 $b
SHEET C5.52. CONTRACTOR SHALL
■ Q
CATCH BASIN
PROTECT BIORETENTION AREA DURING
C5.50
C5.50
CONSTRUCTION TO PREVENT COMPACTION
OR SILTATION.
•
CLEANOUT
1 5
®
CONNECT TO EXISTING STORM STRUCTURE.
C5.52
BIORETENTION ID
CONTRACTOR SHALL CONFIRM LOCATION
AND ELEVATION OF STRUCTURE AND
CURB INLET
��
CONNECTED PIPES AND NOTIFY ENGINEER
C5.51
OF ANY DISCREPANCIES.
El
BIOPOD
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 SHALL
BE PER WSDOT STANDARD
SPECIFICATIONS 9-05.15.
340
s . ��
335 F.`X ox NAsyvF'EA
0 10 20 40
1 Ind1 = 20 fL HORZ 16015th Avenue, Suite 1600
9BBd9
0 2.5 5 10 o RACISTSeattle, WA 98101
83+20 10NAL 'V
2N.622.5822
1 inch = 5 ft. VERT
w .Icpff.cam
3/11/2022
M,.
AS NOTED
HAND III
°" � HAD III
CITY OF
' RENTON
DATUM
Planning/Building/Public Works DeptIF
��
NOT ONE INCH
SCALEcaw,w
BIORETENTION
BOTTOM
BOTTOM
OVERFLOW
OUTLET
CONNECTED
CURB
CURB
NUMBER ®
AREA (SF)
ELEV.
ELEV.
IE
TO
INLET STA
INLET
ELEV.
27
54
364.73
364.90
360.33
CB #37
82+04.59,
16.50' LT
365.40
28
147
356.22
356.39
351.69
CB #38
82+32.610
16.50' LT
356.89
ON -SITE
82
392
365.00
365.17
351.94
BIORET #25
N/A
N/A
OVERFLOW
ON -SITE 83
376
355.43
355.60
351.16
BIOORET #27 VERFLOW
N/A
N/A
R-417862
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
JFarah04/01/2022 msippo04/07/2022 01
SOLERA
2842 NE SUNSET BLVD
RENTON, WA 98056
GRADING AND STORM DRAINAGE
KIRKLAND AVENUE NE PLAN AND PROFILE
SRI
OWNING NO
C5.20
62 14z
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