HomeMy WebLinkAboutR-41785500
INN.
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NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M.
SEE SHEET C-5.18 FOR CONTINUATION SEE SHEET C5.12 FOR CONTINUATION
12" SO STUB IE = 349.29 CB
CB #19A
D AND CAP
1I I�I D 8ME30UT8347.98-- -FUNRE ROSE 2 EXINE FOR 8"
-- 8" IE OOT= 2,50_1- ---------------
EXIST
a
49.84
4+
D
SDMH %-� w ,i _ 1 2 13 B 27 LF 8° 0 I { .., N CB 16A•'
(- 31 LF 8" 0 C5.40 43 LF 12" 0 1.00% 2 15
0.50% 1.DO%
RIM 352.50 "
°6°, ° s 8" IE OUT=348.00 ce�`y 1 - oe-
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�aQ�"`'oE 51' P CB /19B 1.00% e51 1
o epd��o�o6 ryo`�° s oJ�e oS RIM=351.05 12" SO STUB IE = 349.09 8 LF 8° 0 349.65J
�I 8" IE OUT=347.9fi
03 o E EXTEND AND CAP STORM 5'
BEYOND PROPERTY LINE FOR J CB /17B
ae 35 FUTURE PHASE 2 EXTENSION. s1 RIM=352.50 s ° > I I, \ 8" IE OUT=349.84 `jS2 _ FUTURE PHASE TO BE CLEARED I�I
IAND GRADED AND STABILIZED ONLY x. "
SEE SHEET C5.11 FOR CONTINUATION
KfGI
K111"7
K11I11
350
1161
K 1117
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KMI11
'STA. 16+87.48, 12.22' LT
MATCH
EXISTING
RIM=353.31
_
.. ..... .......
......
....
18'.. IE. IN_342.98 (NE)
HO
..^
EXISTING GRADE
12° IE IN=343.48 (SE)
N
9
+
AT j OF ROAD
18" IE OUT=342.98 (SW)
+
CHI
19 TYPE 2-48"
CB #18, TYPE2 48"
0
0
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CIDCB
SOLID UD,
SOLID LID
STA. 21+26.02, 10.00'BT
PROPOSED GRADE
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CH,
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s
STA. 20+23.20, 4.72' RT
RIM=351.97 :
AT CE OF ROAD N
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W RIM=35LG4
12" IE IN=347.83 (SE)
12" IE TIN-348.86 (SE)
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8" IE IN=347.83 (SW)
12 " IE OUT 348.86 (NW)--
-5
-s ----
8" IE IN=347.83 (NE)
-12 IE OUT-348.86 (SW)
R
W.
12" IE OUT=347.83 (N)
12" IE OUT-348.86 (NE) __
---_----_y
4.66%
1.00%
-0.94%
0.70
- ----------rvw
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_
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- --
0
1Y SO 0 0.89% 103 LF 12" SD-0 1.00%
54 LF
to
j
59 F
2" SO C 2.36%
CB III 7,. TYPE 1
0
-
w
SOUD UD
- XING
STA. 21+64.04,
9,25' RT
O
- STA. 0+19.88 -
s 12" WM XING
RIM-352.37
12"
XING
EL=344.42
STA. 21+43.06
8 IE IN-349.57
(NE)
LI
ST .
2+28.16
EL 345.16 ----8"
IE IN=349.57
(SW) ---
---EL
347,63
----
EXISTING SDMH E 2-48°
12" IE OUT=349.24
(NW)
CS *16. TYPE 2-48"
SOLID UD
SOLID LID
STA. 19+89.85, 37,85' LT
RIM=350.59
12" IE IN=347.35(S)
-
8" SS
XING
.RIM.=352.97
12" IE IN=344.88 (SE)
(EX) 12" IE IN=345.38
8" XING
STA.
22+38.20
8" IE IN=345.21 (NE)
(SE)
(EX) 6" IE (SE)
STA. 7.21 20
.
EL=337.21
EL=336.22
12" IE OUT=344.88 (NW)
(EX) 12" IE OUT=345.05 (NE)
IE OUT=345
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KEY
TOP
DIA
DEPTH TO
APP. IE
BOT UTILITY
DIA
DEPTH TO
APP. IE
VI
TOP UTIL
BOT UTIL
CLEARANCE
Oj
WATER
12"
49"
1 348.05
1 STORM
1 8°
1 73"
1346.55
1 0.50'
Call 811
• two business days
before you dig I) N0.
21+60 22+00 22+40
CIVIL CONSTRUCTION
PERMIT
JON
03/12/21
RE
CIVIL
CONSTRUCTION
PERMIT
RESUBMITTAL
TJP
09/03/21
JSF
CIVIL
CONSTRUCTION
PERMIT
RMUBMITTAL
I TJP
101/12/221
JSF
CIVIL
CONSTRUCTION
PERMIT
RESUBMITTAL
I TJP
103111/221
isr
REVISION I BY I DATE I APPR
11110
&I
345
III If,
911
2
KEY PLAN
NTS
NOTES:
LEGEND:
1.
ALL CATCH BASINS WITHIN THE RIGHT OF
- -
PROPERTY LINE/ROW LINE
WAY SHALL BE CONSTRUCTED WITH VANED
GRATE LOCKING UD, UNLESS NOTED
-
ROW CENTERUNE
OTHERWISE.
ASPHALT
Q2
ROADSIDE INFILTRATING BIORETENTION
PLANTER PER CITY OF RENTON STANDARD
DETAIL 262.00 ON SHEET C5.50
o
CONCRETE
CONSTRUCTED WITH THROUGH -CURB INLET
AT UPSTREAM SIDE OF PLANTER CONNECT
OVERFLOW TO CONVEYANCE IN ROW.
CURB
CONTRACTOR SHALL PROTECT BIORETENTION
AREA DURING CONSTRUCTION TO PREVENT
-360-
MAJOR FINISHED GRADE CONTOUR
COMPACTION OR SILTATION.
362
MINOR FINISHED GRADE CONTOUR
O3
ON -SITE BIORETENTION PER CITY OF
-60-
STORM DRAIN LINE
RENTON STANDARD DETAIL 262.20 ON
SHEET C5.52. CONTRACTOR SHALL PROTECT
CATCH BASIN
8a
$b
BIORETENTION AREA DURING CONSTRUCTION
C5.50
C5.50
TO PREVENT COMPACTION OR SILTATION.
1 5
®
CONNECT TO EXISTING STORM STRUCTURE.
•
CLEANOUT
C5.52
CONTRACTOR SHALL CONFIRM LOCATION
1�
BIORETENTION ID
AND ELEVATION OF STRUCTURE AND
CONNECTED PIPES AND NOTIFY ENGINEER
CURB INLET
1 O
OF ANY DISCREPANCIES.
C5.51
5.
PLACE ETHAFOAM PAD BETWEEN PIPE
®
BIOPOD
CROSSINGS 'WITHIN LESS THAN 18"
CLEARANCE.
6.
ALL STORM DRAINAGE PIPE 12" OR LARGER
SHALL BE TYPE S, LINED CORRUGATED
POLYETHYLENE (LCPE) PER WSDOT
STANDARD SPECIFICATIONS 9-05.19 UNLESS
INDICATED OTHERWISE. DUCTILE IRON STORM
DRAIN PIPE SHALL BE PER WSDOT
STANDARD SPECIFICATIONS 9-05.15.
BIORETENTION
BOTTOM
BOTTOM
OVERFLOW
OUTLET
CONNECTED
CURB
CURB
NUMBER ®
AREA (SF)
ELEV.
ELEV.
IE
TO
INLET STA
INLET
ELEV.
12
178
350.82
351.05
347.96
CB #19
20+34.95,
14.24' LT
351.51
13
118
350.31
350.48
347.98
CB #19
20+30.681
8.31' RT
350.98
14
147
352.33
352.50
349.84
CB /17
, 7819
21+.
10.00' RT
353.00
15
172
352.33
352.50
349.84
CB /17
21+75-79,
In Or, LT
353.00
R-417855
�aY 5 F IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q' M1W N4 NA3y�bCc��
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING
0 10 zoo_ 40 JFarah04/01/2022 msippo 04/07/2022 'R
kpff
1 inch = 20 ft. HORZ k �d7 36015th Avenue, Suite 1600
0 2.5 5 10 ISTBR `{Q Seattle, WA98101
93tONAL W6f 206.622.5811
1 inch = 5 f . VERT 3/11/2022 www.kpff.c•m
SHAND III
AS NOTED °�°"'�"HAD '°"'^°°' CITY OFSOLERA
RENTON 2842 NE SUNSET BLVD ° ® "'
viav RENTON, WA 98056
l AT a,c xcx DATUM Planning/Binding/Public Works Dept. GRADING AND STORM DRAINAGEIF NET ONE INCH
C5.13
" "`°�'"" NE 11TH STREET PLAN AND PROFILE CHI 55 is
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