HomeMy WebLinkAboutR-406214N
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A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA
60.00'
5' x 10' ACCESS GRATE
FINISHED GRADE, EL=520.0
FINISHED GRADE, EL=520.0
PT CONCRETE PANELS. TYP
_ _ _ � 100-YEAR---MAX ATER SURFACE EL=515.51, FLOW=0.10 CFS _ _ _ _ _
DROP RIM=513 80
_______________________� 10 YEAR WA E SURFACE EL_514.20,_FLOW=0.059 CFS ___
INLET IE=511.80
2 YEAR WA E SURFACE _EL- 512.27 FLOW- 0.034 CFS
7.51' LIVE STORAGE
DROP OUTLET EL=507.00
_S_Z_ BOTTOM OF LIVE STORAGE ELEV.: 508.00
TOP OF DEAD STORAGE
4' DEAD STORAGE
BOTTOM OF DEAD STORAGE ELEV.: 504.00 502.56
503.00 503.00 503.00 503.00
502.56 SECTION
3 Scale: 1" = 5'
41
RISER OVERFLOW
EL=514.65
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4
a
4" ELBOW
ORIFICEO=1.50"
EL=513,50
L � - � 12"0 CMP RISER
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/DRAIN
(ROD BENT AS REQUIRED----
FOR VERTICAL_ ALIGNMENT
WITH COVER)
PIPE SUPPORTS (2 MIN):
3" X .09" AL_UMINUM W/
5/8" STAINLESS BOLTS
SHEAR GATE
RESTRICTOR PLATE W/ 0.50"0
ORIFICE SMOOTH EDGE
ELEV. 506.00'
Know what's below.
Call before you dig
1
12"0 OUTLET PIPE
I.E. 508.00
1' SECTION OF PIPE ATTACHED
BY GASKETED BAND TO ALLOW
REMOVAL
RISER DETAIL
Scale: 1" = 2'
05/27/2020
1.00'
1.00'
37.49' 0.83'
PLO
ENGINEERING
Surveyors & Civil Engineers
P.O. Box 412
Ravensdale, WA 98051
(206) 420-7130
www.PlogEngineering.com
0.83'
PT CONCRETE PANELS, TYP
0000 0000 0000 0000 0000 0 0 0 of 0000 0000 0000 0000 0000 0000
100 YEAR - MAX. WATER SURFACE EL=515.51, FLOW=0.10 CFS
2.7'--------------------------------------------------------------------------------------------------- -------------------
X
___________________________________________ �10 YEAR WATER_SURFACE EL=514.20 _FLOW_0.059_CFS___
2 YEAR WATER SURFACE EL=512.27 FLOW=0.034 CFS
6.74' 7.51' LIVE STORAGE
BO_T_T_OM_ _OF LIVE STORAGE ELEV.: 508.00
.00' AT EDGE TO TOP OF DEAD STORAGE
R OF CHAMBER VARIES FROM 1.00' AT EDGE TO
4.00' 1.44' AT CENTER OF CHAMBER 4' DEAD STORAGE
___EZ_BOTTOM OF -DEAD STORAGE_ELEV.:_504.00 ----------------------
SECTION
1 Scale: 1" = 5'
FINISHED GRADE, EL=520.0
PT CONCRETE PANELS, TYP
0000 0000 0000 0000 0000 0000 0000 0000 000010000100001000010000100of1t000
1.40' 100 YEAR - MAX. WATER SURFACE EL=515.51, FLOW=0.10 CFS
_______________________________ - 10 YEAR WATER SURFACE EL=51420 _FLOW=0.059_CFS___ --
2 YEAR WATER SURFACE EL=512.27 FLOW=0.034 CFS
---------------------------------------------------------------------------------------------------
7.51' - -- ---
7.51' LIVE STORAGE
VARIES FROM 1.00' AT EDGE TO
1.61 AT CENTER OF CHAMBER
SZ BOTTOM OF LIVE STORAGE ELEV.:-508.00
-------------------------------- - --
PROVIDE PVC WATERSTOPS VARIES FROM 1.00 AT EDGE TO
TOP OF DEAD STORAGE
4.00' AT ALL COLD JOINTS, TYP. 1.44 AT CENTER OF CHAMBER 4' DEAD STORAGE
___________________________________________________ _______________ _BOTTOM OF -DEAD STORAGE_ELEV.:_504.00 ___-_ 502.50
2 SECTION 499.50
SUMP
61.66'
3
I 60.00'
+
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12" VE
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2' VENT
FOOTING,
TYP.
SEE STRUCT
RAIL
TYPE 1
ACCESS
MANHOLE
WITH
o
LADDER,
D
T YR.
Ln
I
SLOPE, TYP
BOTTOM
GRADE
[BOTTOM
BREAK, TYP.
0.5%
I
17.50'
til-
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1
2
3
4
5
6
7
8,
9
10
11
12
13
14
15�
4' DEEP
SUMP
o
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STRUCTURAL
BEAM
I
TYPE 1 AC
ESS
I
ACROSS OPENING
I
MANHOLE
WITH I
SEE STRUCTURAL
I
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LADDER,
TYP.
I
I
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- - -
5'X10'
GRATE
8' OPENING
CENTER SUPPORT
WALL
I
OPENING
I
O
I
SLOPE, TYP.
B
TTOM GRADE
I
I
I
[BOTTOM
BREAK, TYP.
SUPPORT
"WAZ '
-
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I
5%
0.5%
P
16
17
18
19
20
21
22
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24
25
26
27
C P
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TYPE
ACCESS
I
MANHOLE
WITH
I
LAD
ER, TYP.
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Ln
TYPE 1 A
CESS
MANHOLI
WITH
I
I
LADDER,
TYP.
12" VE
T
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e
A VAULT PLAN (PUBLIC)
Scale:
1
READY FOR SUBMITTAL
MXP
05/27/2020
MXP
SURVEYED:
MXP
2
1ST REVIEW REVISIONS
MXP
11/05/2019
MXP
DESIGNED:
MXP
3
2ND REVIEW REVISIONS
MXP
04/05/202
MXP
4
3RD REVIEW REVISIONS
MXP
05/27/202C
MXP
DRAWN:
CM
CHECKED:
MXP
NO.
REVISION
BY
DATE
APPR
APPROVED:
MXP
SCALE:
VERTICAL: NAVD 1988
SEE GRAPHIC HORIZONTAL: NAD 198311991 CITY OF
ONE INCH DATUM RENTON
AT FULL SCALE
IF NOT ONE INCH Planning/Building/Public Works Dept.
SCALE ACCORDINGLY
TYPE 1 MANHOLE
W\SOILD LOCKING LID
MARKED DRAIN, TYP.
(SEE PLAN)
R-406214
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
F
ENT ENGINEERING Irims
ders 06/23/2020
CIVIL PLAN SET
HAEVIN RIDGE SHORT PLAT
RENTON, WA
WETVAULT DETAIL
DATE:
05/27/2020
FIELDBOOK:
PAGE:
DRAWING NO:
080-18
SHEET: OF:
14 23
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