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SEE SHEET C5.13 FOR CONTINUATION
365
360
355
350
1 345
1 340
1 335
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.
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RIM=352.10
TO BE CLEARED AND GRADED AND STABILIZED ONLY 8" IE OUT=348.43
OF
KEY PLAN
NITS
a NOTES: LEGEND:
EX SDMH TYPE -60"
SOLID LID
STA 33+53.63, 8.93' .L....
8
RIM=354.77
EXISTING GRADE AT
+
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+ 12" IE IN=342.62 (SW)
OF ROAD/SAWCUT
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AV
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36 IE OUT=342.64 (E)
39
LF 12" SO ®0.45%
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STA. 31+30.34
STA. 31+40.00
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STA. 30+50.64
STA. 30+60.00 STA.
31+00.00
EL=351.36
EL=351.49
AT FLOW LINE f
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_-_-
-
EL=351.16
EL=351.12 :
EL=351.12.
_
-
-
- _
FOAM BLOCKING---
----.,�,
2" WM XING
AN 1' UTIL SEP---
42" VM-XING.....
..........
.... TA. 3�STA.
30+43.26
2"
W1A RING
EL=344.08
31+12.71
PROVIDE ETHAFOAM BLOCKING
./-STA.
EL=347.47
SO ® 0.45%FOR
LESS THAN 1' UTIL SEP
1F-12" SO 01.41XEXISTING
SDMH TYPE -48"
2
PROVDE ETHAFOAM BLOCKINGSOLID
LID
1 E P-4 "
FOR LESS THAN 1'
UTIL SEP
m 2 CB 12 TYPE 2_ "
STA. 30+38.39, 7,83' LT
SOLID UD
144 LF 12" SO 0 0.45%
,;,u� SOLID LID
2-4 "
.....RIM=350.59
._ STA. ..30+85.27,-8.01' LT
d n STA. 32+29.73, 8.34'-LT
-
--
SOLID UD --- -- --
---
12 IE IN=347.35 (S)
RIM=351.15
`�^ w RIM=352.58
STA. 32+70.21, 8.51' LT
EX)12 IE IN=345.38 (W)
(EX)12" IE IN=344.84 (SW)
(EX)12" IE IN=344.18 (SW)
RIM=353.07
EX)6" IE IN=345.38 (SE)
8" IE IN=344.84 (SE)
8" IE IN=345.86 (SE)
-
-
12" IE IN=344.00 (SW) -
-
EX)12" IE OUT=345.05 (NE)
.;(EX)12" IE 00T=344.84 (NE)
- -
'.. EX 2" IE''. OUT=344.18 NE
12"'. IE OUT=343.80 NE -
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30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 33+60
KEY
TOP
UTILITY
CIA
DEPTH TO
TOP UTIL
APP. IE
BOT UTILITY
CIA
DEPTH TO
BOT UTIL
APP. IE
VERT'
CLEARANCE
10
STORM
12"
44"
345.08
1 WATER
1 6"
50"
344.08
0.50'
O
STORM
8"
70"
345.88
1 WATER
12"
76"
344.38
0.50'
03
WATER
12"
61"
347.46
1 STORM
8"
67"
346.29
0,50'
Call 811
• twD business days
before you dig
N0.
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
CIVIL CONSTRUCTION PERMIT RMUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
REVISION
BY I DATE I APPR
1.
ALL CATCH BASINS WITHIN THE RIGHT
- -
PROPERTY LINE/ROW LINE
OF WAY SHALL BE CONSTRUCTED WITH
VANED GRATE LOCKING LID, UNLESS
- -
ROW CENTERLINE
NOTED OTHERWISE.
ASPHALT
ROADSIDE INFILTRATING BIORETENTION
PLANTER PER CITY OF RENTON
STANDARD DETAIL 262.00 ON SHEET
o P -
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
365
COMPACTION OR SILTATION.
-362-
MINOR FINISHED GRADE CONTOUR
O3
ON -SITE BIORETENTION PER CITY OF
-3101-
STORM DRAIN LINE
RENTON STANDARD DETAIL 262.20 ON
• ®
CATCH BASIN
$a
Sb
360
SHEET C5.52. CONTRACTOR SHALL
C5.50 C5.50
PROTECT BIORETENTION AREA DURING
CONSTRUCTION TO PREVENT
CLEANOUT
1 5
COMPACTION OR SILTATION.
C5.52
❑1
BIORETENTION ID
355
®
CONNECT TO EXISTING STORM
STRUCTURE. CONTRACTOR SHALL
CURB INLET
10
CONFIRM LOCATION AND ELEVATION OF
C5.51
STRUCTURE AND CONNECTED PIPES AND
NOTIFY ENGINEER OF ANY
BIOPOD
350
DISCREPANCIES.
5.
PLACE ETHAFOAM PAD BETWEEN PIPE
CROSSINGS WITHIN LESS THAN 18"
345
CLEARANCE.
6.
ALL STORM DRAINAGE PIPE 12" OR
LARGER SHALL BE TYPE S, LINED
CORRUGATED POLYETHYLENE (LCPE)
340
PER WSDOT STANDARD SPECIFICATIONS
9-05.19 UNLESS INDICATED OTHERWISE.
DUCTILE IRON STORM DRAIN PIPE SHALL
BE PER WSDOT STANDARD
335
SPECIFICATIONS 9-05.15.
BIORETENTION
BOTTOM
BOTTOM
OVERFLOW
OUTLET
CONNECTED
CURB
CURB
NUMBER ®
AREA (SF)
ELEV.
ELEV.
IE
TO
INLET STA
INLET
ELEV.
22
90
351.42
351.59
346.92
EX. SD MAIN
31+95.34,
13.D0 RT
351.09
23
76
351.93
352.10
348.43
EX. SO MAIN
31+95,34'
13.00 RT
352.60
R-417860
�j IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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SURFACE WATER UTILITY DEVELOPMENT ENGINEENING
0 0 JFarah04/01/2022 � msippo04/07/2022 O
1 inch = 20 R. I k Md7 36015th Avenue, Suite 1600
0 2.5 5 10 ISTBR `�Q. Seattle, WA98101
93tONAL W6c, 206.622.5611
1 Inch = 5 ft. VERT 3/11/2022 w mkpff.cam
M". AS NOTED °" �"'°'°"'^"A CITY OF SOLERA
RRI FENTON 2842 NE SUNSET BLVD °°®°"'
RENTON, WA 98056
�� DATUM Planning/Binding/Public works Dept. GRADING AND STORM DRAINAGE C5.18
HARRINGTON PLACE NE PLAN AND PROFILE 60 1
s
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