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340
335
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325
320
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NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TIC
1 FUTURE PHASE TO B CLEARED AND GRADED AND STABILIZED 0 LY
I CB #1A 12" SD STUB IE - 333.72
M RIM=340.59 r - - - EXTEND AND CAP STORM 5'
�s,�mF,VV 8" IE OUT=335.59 BEYOND PROPERTY LINE FOR CB #4A
))rt. I FUTURE PHASE 2 EXTENSION.
CB N1 11+00 _
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DRAINAREA
AREA r• r,
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CB #4B
RIM=344.68
8" IE OUT=341.73
MIXED USE BUILDING B
IF 23 NORTH, RANGE 05 EAST, W.M.
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F a EXISTING GRADE AT CE OF ROAD 6° WTI XING
STA. 12+36 66 _ - 2.09X
a W a w w PROPOSED GRADE AT CL OF ROAD EL=338.56 -----
0.60% - -12' yA,1 XING
_._.__ __.... STArTi+38.78
2 EL=336.48 _. _.
1 � 173 LF 18" SD ®2.00X
p ur
a 130 LF 18° SD ®1.00X
0..... LF 18" SO 0 1.00X
O 9..LF 8 S 01.00 48LF 18" SD ®1.00X
I,. CB A. TYPE 2 48"
" SOLID UD
N CB 1 TYPE 2-48" IN
STA 12+9981, 12.06' LT
SOLID UD 3 8r�6 XING SOLID 11+ 0.17, 11.96' LT RIM 34487
18"8" XING STA. 10+73.96, 11.68' LT STA. 11+28.69 RIMII 8" IE IN 335.24 (NE)
RIM=340.16 EL-331.78 18" IE IN=333.94 (NE) 8 IE IN-337.60 (E)
STA.. 10+5➢_fi9 182 IE IN-332.98 (NE) - - - 8" IE IN=334.77 (SE} - - -- 8° IE IIIII 64 (NW) -
EL-330.37 8" IE INII (NW) 19" IE OUT=333.94 (SW) 18" IE OUT=335.24 (SW)
JEX. SDMH TYPE 2-48" 8 IE IN 332.98 SE CB 2 E 2-48°
SOLID UD 18" IE OUT-332. 8 (SW) SOLID UD
STA, 10+35.65, 7.27' LT STA. 11+22.32, 8.14' LT
RIM=340.39 _ _. _._ _.RIM-341.23
18" IE IN=332.59 (NE) 18" IE IN 333.46 (NE)
18" IE IN-332.59 (NW) 12" IE IN 333.46 (NW)
18" IE OUT=332.59 (SE) 18" IE OUT=333.46 (SW)
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rJ M NJ M NJ M NJ M NJ �.�.., ,'J M „J M NJ NO NJ No N] M M NJ M NJ JOB
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10+00
10+40 10+80 11+20 11+60 12+00
KEY
TOP
UTILITY
DIA
DEPTH TO
TOP UTIL
APRIE
BOT UTILITY
DIA
DEPTH TO
BOT UTIL
APP. IE
VERT.
CLEARANCE
Q
WATER
12"
46"
335.59
STORM
8"
71"
334.13
0.79'
Q
WATER
12"
49"
336.64
STORM
18"
77"
335.31
1.33'
Q3
WATER
12"
49"
337.25
STORM
8"
69"
335.92
0.67'
®
WATER
12"
49"
340.22
STORM
8"
82"
337.80
1.75'
Call 811
two business days
Fabefore you dig
N0.
12+40
CIVIL CONSTRUCTION PERMIT
CIVIL CONSTRUCTION PERMIT RESUBM17AL
CIVIL CONSTRUCTION PERMIT RMUBMITTAL
CIVIL CONSTRUCTION PERMIT RESUBMITTAL
REVISION
12+80
BY I DATE I APPR
13+20
KEY PLAN
NTS
NOTES:
LEGEND:
1.
ALL CATCH BASINS WITHIN THE RIGHT OF
PROPERTY UNE/ROW LINE
WAY SHALL BE CONSTRUCTED WITH VANED
�-
GRATE LOCKING UD, UNLESS NOTED
ROW CENTERLINE
OTHERWISE.
ASPHALT
�
2J
ROADSIDE INFILTRATING BIORETENTION
PLANTER PER CITY OF RENTON STANDARD
DETAIL 262.00 ON SHEET C5.50
o o
CONCRETE
CONSTRUCTED WITH THROUGH -CURB INLET
AT UPSTREAM SIDE OF PLANTER CONNECT
355
OVERFLOW TO CONVEYANCE IN ROW.
CURB
CONTRACTOR SHALL PROTECT BIORETENTION
AREA DURING CONSTRUCTION TO PREVENT
-360-
MAJOR FINISHED GRADE
COMPACTION OR SILTATION.
CONTOUR
350 3
ON -SITE BIORETENTION PER CITY OF
-362-
MINOR FINISHED GRADE
RENTON STANDARD DETAIL 262.20 ON
CONTOUR
SHEET C5.52. CONTRACTOR SHALL PROTECT
-a -
STORM DRAIN LIN
BIORETENTION AREA DURING CONSTRUCTION
SCI Sb
345
TO PREVENT COMPACTION OR SILTATION.
CATCH BASIN
C5.a
C5.50
CONNECT TO EXISTING STORM STRUCTURE.
CONTRACTOR SHALL CONFIRM LOCATION
0
CLEANOUT
1 5
AND ELEVATION OF STRUCTURE AND
C5.52
340
CONNECTED PIPES AND NOTIFY ENGINEER
BIORETENTION ID
OF ANY DISCREPANCIES.
1
®
CURB INLET
5.
PLACE ETHAFOAM PAD BETWEEN PIPE
C5.51
335
CROSSINGS WITHIN LESS THAN 18"
CLEARANCE.
®
BIOPOD
6.
ALL STORM DRAINAGE PIPE 12" OR LARGER
SHALL BE TYPE S, LINED CORRUGATED
330
POLYETHYLENE (LCPE) PER WSDOT
STANDARD SPECIFICATIONS 9-05.19 UNLESS
INDICATED OTHERWISE. DUCTILE IRON STORM
DRAIN PIPE SHALL BE PER WSDOT
325
STANDARD SPECIFICATIONS 9-05.15.
320
315
BIORETENTION
BOTTOM
BOTTOM
OVERFLOW
OUTLET
CONNECTED
CURB
CURB
NUMBER ®
AREA (SF)
ELEV.
ELEV.
IE
TO
INLET STA
INLET
ELEV.
�1
117
340.42
340.59
335.59
CB /1
10+99.28,
16.00' LT
341.09
0
115
340.42
340.59
335.79
CB #IB
10+87.79,
16.00' RT
341.09
�3
88
344.98
345.15
335.69
CB #4
13+17410,
16.00' LT
345.65
®
105
345.22
345.39
335.98
CB #4
13+48'07,
16.00' RT
345,89
,3+6➢ 14+00 R-417852
/(I . 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
0 10 J Farah 04/01/2022 msippo04/07/2022 O
1 inch = 20 R. HORZ k ste4v �. 36015th Avenue, Suite 1600
0 25 5 10 o�9dCi3T8R `{Q Seattle, WA 98101
3tONAL206.6II.5622
1 inch = 5 R. VERT 3/11/2022 w mkpff.cam
WIND As
M„AS NOTED °Z°"`�"NOD III °°' AVIIIIIIIIIL CITY OF SOLERA
FENTON 2842 NE SUNSET BLVD ° ®"'
RENTON, WA 98056
AT DATUM Planning/Bu lding/Public Woks Dept. GRADING AND STORM DRAINAGE T ONE INCH C5.10
SC "`°'"""` JEFFERSON AVENUE NE PLAN AND PROFILE C, 52 4,
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