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
FINISHED GRADE, EL=520.0
9_ 100_YEAR - MA:
DROP RIM=513.80
----------------�1QYEAR_W!
INLET IE=511.80
Y 2 YEAR WI
DROP OUTLET EL=507.00
BOTTOM OF LIVE _ STORAGE _ELEV. _ 508.00 _ _
TOP OF DEAD STORAGE
BOTTOM OF DEAD STORAGE ELEV.: 504.00
503.00
503.00'
502.56'
SECTION
3 Scale: 1" = 5'
PT CONCRETE PANELS, TYP
(TER SURFACE _EL- 515.5l. FLOW=0.10 CFS
SURFAOE_ EL=514.20. _F_L0_W=0.0_5,9_ -Cn
SURFACE EL=512.27 FLOW=0.034 CFS
7.51' LIVE STORAGI
4' DEAD STORAGE
1502.56 1
RISER OVERFLOW
EL=514.65
4" ELBOW
ORIFICE0=1.50"
EL=513.50
SHEAR GATE WITH CONTROL
ROD FOR CLEANOUT/DRAIN
(ROD BENT AS REQUIRED ------I
FOR VERTICAL ALIGNMENT
WITH COVER)
PIPE SUPPORTS (2 MIN):
_ 3" X .09" ALUMINUM W/
STAINLESS BOLTS
SHEAR GATE
RESTRICTOR PLATE W/ 0.50"0
ORIFICE SMOOTH EDGE
ELEV. 506.00'
Know what's below.
Call before you dig.
-12"0 CMP RISER
2" MIN.
RISER DETAIL
SCALE: 1" = 2'
` n3 00 503.00 /
12"0 OUTLET PIPE
ZI.E. 508.00
1' SECTION OF PIPE ATTACHED
BY GASKETED BAND TO ALLOW
REMOVAL
APCONSULTING
ENGINEERSPLLC
CIVIL ENGINEERING
APCE@APConsuftingEngineers.com (253) 737-4173 PO BOX 162, AUBURN, WA 96071
6.74'
4.00'
1.00'
5' x 10' ACCESS GRATE 60.00' -
FINISHED GRADE, EL=520.0
PT CONCRETE PANELS, TYP
0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 000
Z 100 YEAR - MAX. WATER SURFACE EL=515.51, FLOW=0.10 CFS }
------------------------------------------------------ --
_YE
-------------------------------------------------------------------OALIIYAJERi�F_A�E F=14.20, __=_ . - --------------- }-------
2 YEAR WATER SURFACE EL=512.27 FLOW=0.034 CFS
7.51' LIVE STORAGE
BOTTOM OF LIVE STORAGE ELEV.: 508.00
------- ------------------------------------------------------------------------------ --
VARIE FROM .00' AT EDGE TO TOP OF DEAD STORAGE
1.61' T CEN R OF CHAMBER VARIES FROM 1.00' AT EDGE TO
1.44' AT CENTER OF CHAMBER 4' DEAD STORAGE
I
-------------
------------------------------------------------------------- Y BOTTOM -OF --DEAR -STORASE-ELEVZ- 50-4,00-----&__------------------------
SECTION
FINISHED GRADE, EL=520.0
1.00PT CONCRETE PANELS, TYP
0000 10000 10000 10000 VO000 0000 0000 10 nn 1 nnr C) I nnnn 0000 f 00 0 000
1.40' 100 YEAR - MAX. WATER SURFACE EL=515.51, FLOW=0.10 CFS
-------------------------------------------------------------- 1p- YEAR - WATER -SURFACE_EL=514,24.-FLO*:4Q59-CFS-------------------- ------
--------------------------------------- ----------____-9 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 //
-- --------------------------------------------------------- BOTTOM -- 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 _ELE_Vz- W4,00___ 502.5
- 4 -
L
3i
I
SECTION
2 Scale: 1" = 5'
499.5
SUMP
AS -BUILT NOTES:
TYPE 1 MANHOLE
W\SOILD LOCKING LID
MARKED DRAIN, TYP.
(SEE PLAN)
1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON INFORMATION PROVIDED TO
APCE BY SADLER & BARNARD & SURVEYORS AND ANYTHING NOT SHOWN ON THESE
PLANS AS HAVING BEEN CONSTRUCTED DIFFERENTLY FROM WHAT WAS SHOWN ON
THE APPROVED CONSTRUCTION DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN
BUILT PER THE APPROVED DESIGN PLANS.
2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE ELEVATIONS ARE NOT
REFLECTED IN THIS PLAN.
R-406214
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Scale: V = 5'
AS BUILT CPH 11122123 CIVIL PLAN J L- T
vtk NAVD 7588
SEE GRAPHIC: HORIZONTAL"
NAD,ee3"�„ CITY O F 05/27/2020
DRAWN L- H A E V I N RIDGE SHORT P L A -- '-A�EB°�V
ONE INCH DATUM R E N T O N R E N TO N, WA )RAW1N°NO
CHECKED
AT FULL SCALE 080-18
IF NOT ONE INCH planning/Building/Public Works Dept. WET VAULT DETAIL
REV 16I O N ; � P P R APPROVED SCALE ACCORDINGLY SHEET
14 23
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