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YD 256 /
RIM 31.20
6" IF 28. 40
N.• 196761.4246 OVERFLOW STRUCTURE PER - - - }- - - -
�40LF 6" PERF PVC E.• IJ03153. 9300 - STD PLAN 262.4040 SHEET C4.35-
/ - -
196769.4821 9 0.0050
N.
- - -__ 26LF 6" PERF PVC
_ - �� - - �� 077
E.• 1303129.3950
N.• 196745. 8843 - °N?
8LF 6" PERF PVC - p \ E 1303172. J455 N. 196737.1980 /
® 0.0250 I / - E.• I303179.1700 s
YD 255
/ RIM 31.20 \
Y= o� 6" lE 2860
D 224
OVERFLOW STRUCTURE PER \
" lE 8.28. 20
6_ STD PLAN 262.40 SHEET C4..35
6" /
OVERFLOW STRUCTURE PER E. 1303124.4 81 - - - -
STD PLAN 262.40 SHEET C4.35 N.• 196763.60
264 TOP fL.-.31.
_ BOT EL. 0.70DESIGN °Np
STANDARD SECIIONHIS G E�3AN0 � / \ �
\ \ \ I REFER OT STD PLAN HEET G4 N5 - ° :� \ N. 19 JI7J 45 /
\ \ E. 1303173.5455
BIORETENTION CELL DETAIL #1
SCALE 1 "=10'
N.• 196454.3115
E.• 1302884.6784
YD 264
RIM 32.10
-------
6" IF 30. 80
OVERFLOW STRUCTURE PER
STD PLAN 262.40 SHEET C4.35
TOP EL. 32.60
BOT EL. 31.97
DESIGN POND/NG EL. 32.10
SEE STANDARD SECTION THIS SHEET AND
REFER TO STD. PLANS SHEET C4.35
om
P
N.• 196405.3376
E.• 1302850.2936
N.• 196391. J747
E.• 1302851.0157
v N.• 196387.2899
P E.• IJ02857.1661
YD229
RIM .3.3.15
6 /E 30.36
N.• 196451.4310
E.• 1302892.6521
,,,--65LF 6" PERF PVC
00.0051
I
YD 226 -� H
RIM 32.10
6" 1E 30. 47
0VERFL0W STRUCTURE PER
STD PLAN 262.40 SHEET C4.35
J �
�13LF 6"
90.0085
v /
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BIORETENTION CELL DETAIL #2
SCALE 1 "=10'
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
N.• 196123.8403 N. 196123.5744 `` v
YD 257 E.1303191. 5853 +\\ E. I303192.1074
\k/ A
6" /F 31. 66 �� i �FF PI/C\
0VfRFLOW STRUCTURE PER X 'YD 1386 ,
STD PLAN 262.40 SHEET C4. 35 RIM 33.20 x \
6" lE 31.70
/ 0VfRFL0W STRUCTURE PER
N.• 196122.0915 STD PLAN 262.40 SHEET C4.35
E.• I303186.2056
2� F 6 "' P f�F PVG^L \ \ N. 196120. 0982 \
l 0052 I E.• I303194.2910 \ \
l n \ TOP EL. 33.70
/ N. 196102. J576 80T EL. 3303
1303176.1542 \ \ DESIGN POND/NG EL. 33.20
SEE STANDARD SECT/ON THIS SHEET AND
REFER TO STD. PLANS SHEET C4.35
N.• 196076.9772
%'' • N.• 196096.9779 E. 130319 \ 406
>.... \
r a •'...:. ' N.• 196094.9351
D 213 YI
RIM 33.201303181e913 \ YD IJ88
i '...
6" lE 31.53 N. 196093.5902 I RIM 3320
OVERFLOW STRUCTURE PER E.• 1303182. J506 6" IF 31.95
STD PLAN 262.40 SHEET C4.35 1 OVERFLOW STRUCTURE PER
E.• 13O083177.
✓ N• 193.9249 I STD PLAN 262.4040 SHEET C4.35
� Q�G 4275 � � \
N.• 196078.5451 N.• 196073.3248 \
E.• 1303179.1765 E.• I303189.4263
BIORETENTION CELL DETAIL #3
SCALE 1 "=10'
MULCH I" BELOW
TOP OF CURB (TYP.)
PLANTING (TYR)
�_-TREES PLANTED ON TOP 2"6" POND/NG DEPTH
PORTION OF SLOPE (TYP.) (VAR/ES PER CELL, SEE DETAILS THIS SHEET)
2X �2" LA OE OF MULCH MULCH BELOW DRAIN CURB
CUT OPENING (TYR)d : a
.0
PERFORATED P/PE. SIZE AS . � 18 MIN. 18"
SHOWN ON PLAN. (TYR) P/f
If TO MATCH BOTTOM OF
BIORETENTION SO/L MIX, AND
LOCATED W/TH/N DRAIN ROCK
BELOW SIDE SLOPE.
>i/��i/�� i,AI YMDED SOIL MlX
FOR AIDING
\x INF/L TRAT/ON
VARIES
(CELL); TO SE
SEE SHEETS C4.31-C4.34 H/GHL Y
PERMEABLE SOIL
(12 in/hr)
BIORETENTION SECTION DETAIL
NO SCALE
1 1ST SUBMITTAL CORRECTIONS DJL 9/23/25 SURVEYED: SCALE:
BY OTHERS VERTICAL NAAD 1 83/1
2 2ND SUBMITTAL CORRECTIONS DJL 4 20 26 HORIZONTAL NAD 93/1991 1988
DESIGNED:
3 95% CD'S DJL 5/15/26 DAN/EL ✓. LARSON, P.E.
DRAWN:
4 3RD SUBMITTAL CORRECTIONS DJL 5/26/26 CHUCK FEML/NG ONE INCH DATUM
CHECKED: AT FULL SCALE
KATIE LANE, E.l. T. SIIF NOT
ACONE INCH
CORDINGLY
NO. REVISION BY DATE APPR APPROVED:
DAN/EL ✓. LARSON, P.E.
CITY OF
RENTON
Planning/Building/Public Works Dept.
B.D. #1
N
B. D. 12
B.D. #3
`(EYMAP
SCALE: 1" = 10'
0 5 10 20
STORM LEGEND
STORM PIPE
STORM STRUCTURE
STORM PIPE FLOW ARROW
EXISTING STORM PIPE
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N
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0
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�•oF • wgsy�y so CIVIL ENGINEERING
�• P `' �� LANDSCAPE ARCHITECTURE
PLANNING
A••p, 21018929 '� DESIGN SURVEYING
�0.. G/STO&-
Fss/ONAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
5126l26 R-4 2 7 53 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING `
Yq i 06/09/2026
LAJ
KENNYDALE GA TEWA Y DATE 5115126 Q
1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056 FIELDBOOK: O
PAGE:
DRAWING NO:
C4.38 Z
ROAD & STORM DRAINA GE PLAN SHEET:
37 OF 48