HomeMy WebLinkAboutR-436319NW 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 C6.11 FOR CONTINUATION
CB #11, TYPE 1
STA. 69+92.05, 124.72' RT
RIM=343.61
6" IE IN=342.78 (NE)
Uj 6" IE OUT=342.75 (SE)
PROPOSED GRADE
AT CENTERLINE
EXISTING PH1 GRADE
AT CENTERLINE
-1.50%
--------------------------------------------
MATCH EXISTING CB #3, TYPE 2-48",
GRADE (TYP) STA. 44+51.34
RIM=344.11
12" IE IN=338.96 (NE)
6" IE IN=339.46 (SW)
12" IE OUT=338.96 (SE)
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PLANTER CELL
WEIR WALL
/ II
STA. 30+20.39, 15.65' LT
6" IE OUT=342.61
CB #2, TYPE 1
STA. 30+57.00, 15.00' LT
RIM=341.98
12" IE IN=335.67 (NW)
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12 LF 12" SD @ 1.00%
CB #1, TYPE 2-48", n4
SOLID LOCKING LID, EX 29 LF
CONNECT TO EXISTING STUB 12" SD
STA. 30+59.92, 11.37' RT @ 1.00%
RIM=342.50
12" IE IN=334.34 (NE)
EX. 12" IE OUT=334.34 (SE)
PH 1 EX CB (S), TYPE 2-48"
RIM=341.23
12" IE IN=334.05 (NW)
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29+20 29+60 30+00 30+40 30+80
Call 811
two business days
before you di
0L gg
31+20
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
ALL STORM IS PRIVATE UNLESS
OTHERWISE INDICATED ON THESE PLANS
360
355
350
345
340
335
330
325
320
SURVEYED:
ZLN
DESIGNED:
MDR
JSF
12/8/2025
JSF
JSF
08/31/2025
JSF
°RPWN' RAG
MDR
05/27/20241
JSF
CHECKED:
MNF
BY
DATE
APPR
aPP�vEo:
JSF
II III ;I�■ ■ ■� �■ 1 ��ii �
I� II
rim: III
I-
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KEY PLA ti
NTS
LEGEND:
1. ALL CATCH BASINS WITHIN ROADWAY SECTION SHALL BE ON
CENTERLINE AND CONSTRUCTED WITH SOLID LOCKING LIDS, PROPERTY LINE /ROW LINE
UNLESS NOTED OTHERWISE. - -
O2 CHANNEL DRAIN SHALL BE 6" WIDTH ADS DURASLOPE (0.7% - ROW CENTERLINE
SLOPE) WITH 8" MIN DEPTH AT HIGH END, AND WITH CAST
IRON GRATE. UNIT LOT LINE
O3 CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING UNIT LOT NUMBER
CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. NO
CONSTRUCTION STORMWATER SHALL BE PERMITTED TO
ENTER BIORETENTION PLANTERS. CONTRACTOR SHALL BE PROPOSED ASPHALT
RESPONSIBLE TO RECONSTRUCT BIORETENTION PLANTER
SHOULD FOULING OR COMPACTION OCCUR.
O4 CONNECT TO EXISTING STORM STUB. CONTRACTOR SHALL PROPOSED GRAVEL
CONFIRM LOCATION AND ELEVATION OF STRUCTURE AND
CONNECTED PIPES AND NOTIFY ENGINEER OF ANY o
DISCREPANCIES PRIOR TO CONSTRUCTION. e p p PROPOSED CONCRETE
6 .
5. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITH LESS
THAN 12" CLEARANCE. CURB
6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE PVC
C900 PER WSDOT STANDARD SPECIFICATIONS C9.30.1(5)A 360 PROPOSED CONTOUR
UNLESS INDICATED OTHERWISE. ®❑ a O m CATCH BASIN
7. ALL STORM DRAINAGE PIPE 8" OR SMALLER SHALL BE PVC
SDR35 PER WSDOT STANDARD SPECIFICATIONS 9-05.1(5) • CLEANOUT
UNLESS INDICATED OTHERWISE.:...........................................................................
:.................................................... :
BIORETENTION PLANTER
::............: :
8. ALL BIORETENTION OVERFLOW CB'S SHALL HAVE A MIN. 6"
........................................................................... :
RAISED DI BEEHIVE/DOMED GRATE.
BIORETENTION OUTFACE
9. AREA DRAINS SHALL BE NYOPLAST 12" DRAIN BASIN W/
DOMED CAST IRON GRATE, AND MIN. 1' SUMP. �# BIORETENTION ID
10. ROOF DRAINS SHALL BE 2% MIN. SLOPE. ALL ROOF SIDEWALK INLET rl 3
DOWNSPOUT CONNECTIONS SHALL INCLUDE A 6" CLEANOUT �33
WITH A CAP FLUSH TO FINISHED GRADE.
BIORETENTION
BOTTOM
UPHILL
DOWNHILL
OVERFLOW
OVERFLOW
8"
CONNECTED
NUMBER #
AREA (SF)
BOTTOM
BOTTOM
CB
ELEV.
OUTLET
TO
ELEV.
ELEV.
(CB RIM)
IE
C1
173
342.61
341.48
#4
341.98
336.98
CB #2
R-436319
S IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W@S�r
0 10 20 40
�� o oy DEVELOPMENT ENGINEERING �ID
- �
HBray 12/31 /2025
1 inch = 20 ft. HORZ - �'
39847 1601 5th Avenue, Suite 1600
0 2.5 5 10 'I'p�y �`'EGIST- Seattle, WA 98101
�SSIONAL E206.622.5822
1 inch = 5 ft. VERT
www•kpff.com
12/09/2025SCALE: DATE.
HORIZONTAL: NAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202,
RENTONFIELD2842 NE SUNSET BLVD PAGE. OK:
RENTON, WA 98056 LNG N0
ONE INCH •
AT FULL SCALE DATUM Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN AND PROFILE C 6. O
IF NOT ONE INCH
SCALE ACCORDINGLY ALLEY A
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