HomeMy WebLinkAboutR-408906Jam/ --ALL. I T JV!-ILL. I I V
O
2
2 0 4 8 10 5 0 10 20
24"0 ACCESS RISER
24"0 ACCESS RISER W/ SOLID LOCKING LID 24"0 ACCESS RISER
W/ SOLID LOCKING LID
o
W/ SOLID LOCKING LID (SOUTH WALL)
(NORTH )
WALL
o
(NORTH WALL) BOT LID ELEV=134.5
o BOT LID ELEV=134.5
0 I I
0
0
�•-- -
o
o
o OVERFLOW ELEV=133.3
=
OVERFLOW ELEV=
33.3
0
8'
6'
6' SUPPORT WALL
o
e
36'
12.5'
CONCR. BAFFLE
WALL
8'
o
(WITH FLOW
o
12"IE IN
CELL 2
o BOT OF LIVE/ #
`--=
PASS TH
U)
OT OF LIVE/
BOP
o NORTH
o TOP OF DEAD
�__�
ELEV 123,3
TO
OF
POOL EL
V=124.3
o WALL
o POOL ELEV=124.3
=__=
ELEV 121.
CELL#1
o
o POLYPROPYLENE STEPS
=--'
CELL#
o
TYP- ALL ACCESSES
�__,
0
I I
O
o c
121.8 121.8 N 121.8
12"IE IN
o
121.8
0
--
120.8
120.8
120.8 120.8
SOUTH
120.8WAL L
o
o
� 120.8120.8
I:.
I-.777777-77
FINISHED GRADE
(SEE STORM/GRADING
PLAN SHEETS)
VAULT SECTION
W
121.25
_ \'J121.25
SUPPORT WALL CATIONS
11+00 SEE STRUCTURAL PLAN,S
1 k.25
T20 5-- --
120.8 -
VAULT BOTTOM SLAB
GRADING
SCALE: 1"=10'
IDNAL
J PREFERRED
n
LLC
CIVIL ENGINEERING - PROJECT MGT - ADV. HYDRAULICS
11627 SE 58TH STREET PH (206) 501-5708
BELLEVUE, WA 98006
EMAIL: PELLCENGROGMAIL.COM
NTS
m
VAULT SECTION
NTS �g
A ACCESS RISER SUPPO
W/ $OLID COVER 12" VENT WALLS 0
+ SOLID COVER /`�
0
ACCES SER
W/ SOLID R--\
40 T 29' 3' v)
36' t-�
1 1 +00 48'
- 38TH CA _ 3'WIDE(MIN
04 EN -
: I M A YS
ACCESS RISER i i FROM F
W/ SOLID COVER 5'x12' TO CEiLIN
r-Q
2' 12" VENT 4i GRATE
SOLID COVER
- 0 12'-' VENT . .
SOLID co CO
O
v /
SCALE: 1"=10'
amvrm
EC 1 "=20'
GESKIM
STIL
cmvft
JJK ONE OM
CHECK SLL � AT FUSCALE
For ONE 91a1
AFPR011�
NO. REVISION BY DATE APPR 9CME ACCORDNOLY
STL
vorncu: mys ion
HOWMAL• MO 190 991
t
24"0 ACCESS RISER 12"0 VENT ---
W/ SOLID LOCKING LID SOLID COVER
(NORTH WALL) (SOUTH WALL)
OVERFLOW ELEV=133.3
22.0'
CELL#2 CELL#2 -
POLYPROPYLENE STEPS
TYP- ALL ACCESSES
TOP OF PERMANENT
POOL ELEV=124.3
17
121.8 121.25 N 121.8
120.3
3'x5' SUMP VAULT SECTION
NTS
ULT NOTES:
1. ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST HAVE ALUMINIZED COATING.
PROVIDE WATER STOP AT ALL CAST -IN -PLACE CONSTRUCTION JOINTS.
2.PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM.
SEE STRUCTURAL PLANS FOR STRUCTURAL DETAILS. VERIFY VAULT OPENING LOCATIONS.
3.
INSTALL WEEPS WITH BACKFLOW PREVENTORS & CONN TO VAULT FOOTING DRAIN SYSTEM. SPACE WEEPS AS
4. RECOMMENDED BY STRUCTURAL ENGINEER.
VAULT PERMIT NOTE:
1 • VAULT WILL REQUIRE SEPARATE BUILDING PERMIT.
TOP OF RISER
_
OVERFLOW=133.3
0.60" ORIFICE 3
FLOW CONTROL ORIFICE:
0.99" ORIFICE 2 _ o
A REMOVABLE SCREEN IS
00 a;
REQUIRED WHEN THE
-
BOTTOM ORIFICE SIZE IS
c
1" OR LESS. THE
18'
SCREEN SHALL BE MADE
FROM STAINLESS STEEL
MESH, 8" DEPTH, AND
TO CB 12" OUT
ATTACHED WITH A
-
MINIMUM OF 3 STAINLESS
IE=124.3 N
STEEL SCREWS. THE
121.8
SIZE OF THE MESH
0.63"0 ORIFICE N
OPENINGS MUST BE LESS
120.3 5'
THAN THE ORIFICE
DIAMETER (0.25 IN MESH
TYPICALLY).
3'x5' SUMP
FLOW RESTRICTOR
a
C
0
�V[
C
C
C
0
a
C
C
C
C
C
C
0
C
IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEC
C
7L
=DEVELOPMENT ENGINEERING `
7 �
07/20/2020
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CITY OF KIP 101EW1EL0pMC�H7 SHOR7 pLQ7 6/2020
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