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3-MANHOLE FRAME AND
COVER MARKED STORM.
PROPOSED GRADE 24" RING & COVER,
EX. GRADE ADJUSTMENT AND ECC.
CONE, 48" DIA SECTION.
LOCKING LID, 360
--------------------
/ // V/ / L MUL rrnLL 0.5U- CLEAR
7.50' LIVE STORA
SLOPE = 0.5g
341.70 CL 0.50' SEDIMENT
STORAGE MIN.
PORTION OF THE NW 1 /4 OF THE NW 1 /4
SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF REN TON, STATE OF WASH I N GTON
APPMUVLU LGIUAL ) XIU UF'LNINU.
PER KWSWDM 49 FOR CELL
PLAN VIEW
PER STRUCTURAL DETAIL FOR HOLLOW CORE
PANELS MA Y BE USED FOR THE ROOF DECK
AS DESIGNED AND APPROVED BY LICENSED
PROF. STRUCTURAL ENGINEER. ROOF TOP IS
355.47 BASED ON 14" THICKNESS.
UTILITY VAULT GRATE &
FRAME 5610 OR APPROVED I
EQUAL 5'X10' OPENING.
DESIGN W.S. = 353.30
3- nn' nFAI) .STORAGE TWA TFP OUAI l TY)
ELEVATION -SIDE VIEW
DETENTION - TRACT A
UTILI TY VAUL T GRATE &
r-r7 A I /r cn4 /1 /l r7 A r9 r9r)e%l
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ram/ / A / mow♦ �� i\/�r• //♦ /� I
EQUAL J A I U UrtlVavv. /
MIN INSIDE TOP EL=354.30
MAX WS=353.45-100-YR
FLOW THROUGH
HIGH 2' WIDE WALL
OPENING
LCPE
JB#1
TYPE
DIA. SEE
05
)R/OIL POLLUTION
TEE TYPE SEE
BEET. 1E=345.80
'LITY VAULT GRATE
FRAME 5610 OR
PROVED EQUAL
X 10' MIN OPENING
NIZED LADDER
q
O��/ C� 4 CC
\'�'/T� ASS
MANHOLE FRAME AND
COVER MARKED STORM.
An.111QTA.4EA1T ANn ECC,
rl)Alr' QR" mA Cri-TInAI
VV/.L, /V ✓//1
LOC!'ING LIn
343.80
ROUND MANHOLE COVER
LOCKING BOLTS MARKED 'D
(SEE DWG NAME E
HANDHOLDS
4" MIN
16" MAX
MAX WS=353.45-100-YR K7
STANDARD GAL
STEEL LADDEF
CLEANOUT GATE: SHEAR GATE
8" DIAMETER MIN.
(SEE DWG NAME D-27)
0
I
REMOVABLE
WATER -TIGHT
COUPLING
VORPECIFIEDIFIcELATETH
AS
ELBOW DETAIL
E3-EV-358 1t AB
mil■
1.70 DIA
OUTLET PIPE
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4
34
SIDE VIEW
OVERFLOW ELEV.
TO PROVIDE DETENTION
& OIL SEPARATION
PER PLANS
PLAN VIEW
FLOW RESTRICTOR/OIL POLLUTION
UTILITY VAULT GRATE & FRAME 5610 OR
APPROVED EQUAL 5'X10' OP N
370 370 4, I PER KWSWDM 49 FOR CELL
350
340
360
350
340
NOTE:
ALL OUTSIDE WALLS SHOWN AS 1 ' THICK ON THIS DRAWING WITH 14"
THICK ROOF PANELS. CONSTRUCT STANDARD FLOOR, WALLS, AND
ROOF SECTION PER THE APPROVED STRUCTURAL DESIGN PREPARED
BY A LICENSED PROFESSIONAL STRUCTURAL ENGINEER.
W
O
MANHOLE FRAME AND
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24,
d 0. ll I CTAAFAI T
£nnl� 4n" nI , SE
I.QCKING IIli =_36
1�1 1�1 II�
X ,.:i
MOM 0 1
ELEVATION -END VIEW
PIPE SUPPORT
(SEE NOTE 3)
3"x .075" ALUMINUM
OR .079" STEEL
IMIE ELEV.
3346r I AB
REMOVABLE SECTION
WITH CLAMP
OF1 PLATE
117-11 ORACE 61
o DIA. AB
TO CB#13
370
360
MAX WS=353.45-100-YR
— 350
342.30
— 340
0.50' SEDIMEN T R-4 0 3 2 1 1
AD STORAGE (WATER QUALITY) STORAGE MIN.
ASBUILTS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10 0 5 10 20
GRAPHIC SCALE
SCALE:1A=10'
aa °E w s� HOR VERTICAL' IM/101 CHRISTELLE RIDGE �3-22-2018
Pacific il� r lIJ. �lIJ r o NOTED CITY 0 F FIELDBOOK:
- 1 1 �� Z " J. HOPPER SOUND BLDG & DEVELOPMENT, LLC P��
Jrt{jj Deski tj, _L `1 -o AWN: P. PATEL R E N T O N 21222 132 N D AVE SE
Ir
ONE INCH DATUM DHAWIr�c "°.
1 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 7/31/18 JH CHECKED:
Civil Fr�yirlerar1Jw S J. HOPPER AT FULL SCALE Planning/Building/Public Works Dept. KENT, WA 98042 11
Ptar�niny C.ar�.:.!.�Ji:.�rls� A L 141r�t N0. REVISION BY DATE APPRIF NOT ONE DETENTION VAULT PLAN AND DETAILS �-� scAlE ACCORDINGLY of J. HOPPER sHEEr. 11 �24