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I' NOTES: LEGEND:
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? 1. ALL CATCH BASINS WITHIN THE RIGHT - - PROPERTY UNE/ROW LINE
OF WAY SHALL BE CONSTRUCTED WITH
~I > VANED GRATE LOCKING UD, UNLESS ROW CENTERUNE
NOTED OTHERWISE.
ASPHALT
"I• • t I s ® ROADSIDE INFILTRATING BIORETENTION
PLANTER PER CITY OF RENTON
STANDARD DETAIL 262.00 ON SHEET o - CONCRETE
C5.50 CONSTRUCTED WITH
4 �16rc" THROUGH -CURB INLET AT UPSTREAM
• CURB
SIDE OF PLANTER CONNECT OVERFLOW
SEE SHEET C5.20 FOR CONTINUATION 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
ST SDMH. TYPE 2-60"
JD UD
CB 424, TYPE 2-60"
SOLID LID
GB
25 TYPE 2-60-
SOLID LID
I. 41+28.47, 6.96' RT
STA. 42+35.540 6.80' RT
STA. 43+42.98, 7.71' RT
=355.90 STA.41+74.40
RIM=355.69--
RIM=355.43
IE-IN=351.57 (SE) ---EL=355.68 -- --
(EX)36" IE IN 345.70 (E) - -- --(EX)
36" IE-.IN=347.07 (E)
IE IN=344.35 (E) PROPOSED GRADE
8° IE IN 349.57 (S) EXISTING GRADE AT �,
8° IE IN=349.40 (S)
IE IN=345.50 (S) AT FLOW LINE
(EX)36" IE OUT=345.70 (W) OF ROAD/SAWCUT
(EX) 36" IE OUT-347.07 (W)
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RIM=355.32
24" IE W=347.56 (E)_
6" IE IN=351.26 (SW) --.
EEJEFFERSON PROFILES FOR NORTH -SOUTH UTILITY 6" IE IN=351.66 (SE)I
ROSSINGS AT 12TH JEFFERSON INTERSECTION 6" IE IN=351.61 (NW)
12" IE IN=348.91 (N)!
36" IE UT=347.61
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40+00 40+40 40+80 41+20 41+60 42+00
KEY
TOP
CIA
DEPTH TO
APP. IE
BOT UTIUTY
CIA
DEPTH TO
APP. IE
VERT.
UTILITY
TOP UTIL
BOT UTIL
CLEARANCE
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WATER
12"
40"
1351.60
1 STORM
1 36"1
111"
1 346.59
1 4.01'
02
SEWER
80
1 80"
1 348.50
1 STORM
136"1
94"
1 344.36
1 1.14'
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before you dig
N0.
42+40 42+80 43+20 43+60
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
CIVIL CONSTRUCTION PERMIT RMUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
REVISION
BY I DATE I APPR
365
3
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ON -SITE BIORETENTION PER CITY OF
-w-
STORM DRAIN LINE
RENTON STANDARD DETAIL 262.20 ON
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SHEET C5.52. CONTRACTOR SHALL
CATCH BASIN
CRIO
C5.50
PROTECT BIORETENTION AREA DURING
360
CONSTRUCTION TO PREVENT
CLEANOUT
1 5
COMPACTION OR SILTATION.
C5.52
❑1
BIORETENTION ID
®
CONNECT TO EXISTING STORM
355
STRUCTURE. CONTRACTOR SHALL
CURB INLET
CONFIRM LOCATION AND ELEVATION OF
C5.51
STRUCTURE AND CONNECTED PIPES AND
NOTIFY ENGINEER OF ANY
EJ
BIOPOD
DISCREPANCIES.
350
5.
PLACE ETHAFOAM PAD BETWEEN PIPE
CROSSINGS WITHIN LESS THAN 18"
CLEARANCE.
345
6.
ALL STORM DRAINAGE PIPE 12" OR
LARGER SHALL BE TYPE S, LINED
CORRUGATED POLYETHYLENE (LCPE)
PER WSDOT STANDARD SPECIFICATIONS
340
9-05.19 UNLESS INDICATED OTHERWISE.
DUCTILE IRON STORM DRAIN PIPE SHALL
BE PER WSDOT STANDARD
SPECIFICATIONS 9-05.15.
335
BIORETENTION
BOTTOM
BOTTOM
OVERFLOW
OUTLET
CONNECTED
CURB
CURB
NUMBER ®
AREA (SF)
ELEV.
ELEV.
IE
TO
INLET STA
INLET
ELEV.
24
78
354.63
354.80
350.96
EX. SO MAIN
40+59.54,
20.00' RT
355.30
25
57
354.84
355.01
351.34
EX. SD MAIN
101
0.00' RT
20.00' RT
355.51
26
80
354.54
354.71
351.04
EX. SD MAIN
42+60.95,
20.00 RT
355.21
R-417861
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
N 4�a of wA yEd
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
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1 inch = 20 1L HORZ M47 36015th Avenue, Suite 1600
0 2.5 5 10 o�RACIST8R�`{Q� Seattle,WA98301
6EEWTEMMEEI93(ONAL W6f 306.632.5811
1 inch = 5 R. V1RT 3/11/2022 w .kpffxom
mm
M„AS NOTED RIZ"'""' 1MV1°°' CITY OF SOLERA
FENTON 2842 NE SUNSET BLVD °°®°"'
Vaff RENTON, WA 98056
�� DnruM Planning/Bonding/Public Works Dept. GRADING AND STORM DRAINAGE C5.1 9
NE 12TH STREET PLAN AND PROFILE 61 4,
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