HomeMy WebLinkAboutR-436320NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M.
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SEE SHEET C6.10 FOR CONTINUATION SEE SHEET C6.14 FOR CONTINUATION
SEE SHEET C6.10 FOR CONTINUATION
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12" IE OUT=342.64 (SW)
12" IE IN=338.96 (NE)
RIM=344.06
12" IE OUT=340.96 (SW)
8" IE IN=343.94 (NW)
6" IE IN=339.46 (SW)
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12" IE OUT=341.73 (SW)
12" IE OUT=338.96 (SE)
12" IE IN=340.06 (NE)
6" IE IN=340.56 (NW)
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• Call 811
• • two business days
before you dig
46+40
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
46+80
360
355
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345
340
335
330
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KEY PLAN
NTS
SEE NOTES SHEET C6.10
ALL STORM IS PRIVATE UNLESS
OTHERWISE INDICATED ON THESE PLANS
LEGEND:
- - PROPERTY LINE / ROW LINE
ROW CENTERLINE
UNIT LOT LINE
UNIT LOT NUMBER
PROPOSED ASPHALT
PROPOSED GRAVEL
PROPOSED CONCRETE
p C
p .
CURB
360 PROPOSED CONTOUR
®❑ ❑ C ❑® CATCH BASIN
• CLEANOUT
--------------------
rr z z z-,�,-,_� BIORETENTION PLANTER
L- J
BIORETENTION OUTFALL
�# BIORETENTION ID
SIDEWALK INLET 13
C6.33
BIORETENTION
BOTTOM
UPHILL
DOWNHILL
OVERFLOW
OVERFLOW
8"
CONNECTED
NUMBER ®
AREA (SF)
BOTTOM
BOTTOM
CB
ELEV.
OUTLET
TO
ELEV.
ELEV.
(CB RIM)
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C2
31
343.73
343.56
#6
344.06
341.06
CB #5
C3
50
344.12
343.91
#7
344.41
341.41
CB #6
C4
272
346.02
344.65
#9
345.15
342.15
CB #8
C5
374
346.96
346.24
#11
346.74
343.74
CB #10
R-436320
S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS
�� pF WASgIFL�'�
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0 10 20 40 ' o -_ to%FIL IL DEVELOPMENT ENGINEERING �ID
HBray 12/31 /2025
Ago
1 inch = 20 ft. HORZ
39847 1601 5th Avenue, Suite 1600
0 2.5 5 10 'f'pfy �EGISTEg���4 Seattle, WA 98101
1 inch = 5 ft. VERT �SSI0 AL E206.622.5822
12/09/2025 www.kpff.com
SURVEYED: SCALE: DATE,
ZLN HORIZONTAL: NAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202
DESIGNED:
FIEL
JSF 12/8/2025 JSF MDR AA 2842 NE SUNSET B LV D PAGDaooK:
JSF 08/31/2025 JSF DRAWN:RAG RENTON RENTON, WA 98056 DRRAAWING NO.
ONE INCH DATUM 19
MDR 05/27/2024 JSF CHECKED:: AT FULL SCALE Planning/Building/Public works Dept. ROAD & STORM DRAINAGE PLAN AND PROFILE C6.1 1
MNF IF NOT ONE INCH
BY DATE AP P R APPROVE PROVED: SCALE ACCORDINGLY ALLEY B SHUT: OF. 20 55
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