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CONF`WD SPACE TEST ATMOSPHERE BEFORE
r
O
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O
1
ENTERING" COMPLIANCES"S.COM MODEL ACE -10005
�
a
� Z
w �-3
.__............... ,,_
FRAME AMID COMER (COR 204.5)
FOOT
DRAINS AS
I
CS -2
D STORM -
E SHT C1.5
1
m
w
r'
(VAULT)
0
>
16 LF 4" CPEP SD
-18.77%
<
�/
o
O►PE
CN
04 e4
FLOOR EL
TYP AT
.73 STA
D3
mm
�.
= 20.32
m
U
U
U
11.56 (2 " N)--
----
z
0
c�
N M
z Z
666
tJ'' Vf V'1
avv■■�
l '
# I
FLOOR EL 7.73 a EL 7.07
hi 1TYP AT WALL +� I 1 3
°� I 14' I
* EL 7.31 I EL 7.12
i 0.25% 0.5%
i WALT KJr A. SUBMERGED
RIM = 20.52
IE 11.56 (24" N)
O
1 -------- ---- -- - --------- ---- ---- --- -J
2 �f 1 2
EL 7.31 HI PT OF 1 2
FLOOR VALLEY 56' 2 LF 24" CPE SD • 20.019
iSTA: 0+44.56) 92'
I
WEA STORE
` WALL THICKNESS IS ESTIMATED. TO BE CONFIRMED BY STRUCTURAL DRAWIINGS
F LA
TOP S
8.51
10
IE =16.23 (18' TO C8 18-16)
TOP PIPE = 15.40 (24" TO CB 23)
FG VARIES 20.7 - 21.1 MORE/LESS SEE
SHEET C1.4-1 GRADNG PLAN
/-COAR TYPE 2-48
SOLID COMER
RIM = 20.33 / `/Z •���
IE = 14.56 (2C:E
) \\ \ /\IE = 18.04 (1)
IE = 14. 30" W) e
v.
1 YR WATER -
LEVEL STORAGE VAULT SOFFIT EL 17.75.
IE 18. (15" ROOF BYPASS) (= 16.0 O
TOP = 17.9 (18" TO CB 18-16) g" 15.06
cm it 2_60
W/ SOL COVER
RIM = 1.25 s
IE = 16 19 (18" SW) STATIC WATER -
IE = 15 73 (15" E) DEAD STORAGE
IE = 16 02 (8" "NW) 14.56
SIE = 15 73 (24 S)
11
IE =18.36 (15" ROOF BYPASS)
IE = 14.90 (24" TO YM0) •
tD
TOP SEDIMENT STORAGE
,
8.56
� STORM�I VAULT
SEPARATE PERIMIT
SEE STRUCTURAL
50 LF 1521 CPEP-- DRAWINGS
Q '
SD. • 1.W%
SCALE: 1 "_ 10 FT
VAULT SECTION A PROFILE
'
" DZZ
N
50 LF 18" CPEP
1.0 • 0.20%
- WATER w„_,,,,_.,_.,,,,,,,,,., �� �e..�..��r,.,., �.,.,_,,.._.,.,_.�m„_ _,...,., Meb
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„
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CONF`WD SPACE TEST ATMOSPHERE BEFORE
r
O
O
O
1
ENTERING" COMPLIANCES"S.COM MODEL ACE -10005
�
OR APPROVED EQUAL
� Z
w �-3
.__............... ,,_
FRAME AMID COMER (COR 204.5)
FOOT
DRAINS AS
I
CS -2
D STORM -
E SHT C1.5
1
m
STRUC
URAL. DETAILS
(VAULT)
4" PVC SDR 35 ! 2% TO VAULT FOOTING DRAINS
>
16 LF 4" CPEP SD
-18.77%
CONNECT TO CB 28 IE = 15.56
�/
T CNlR.lT REVERSE
O►PE
CN
04 e4
FLOOR EL
TYP AT
.73 STA
0+ 15.90
,
1 3 RGED
= 20.32
-
----
------
11.56 (2 " N)--
----
-
EL 7.27 I
SEE OUTLET
DETAIL RIGHT
l '
# I
FLOOR EL 7.73 a EL 7.07
hi 1TYP AT WALL +� I 1 3
°� I 14' I
* EL 7.31 I EL 7.12
i 0.25% 0.5%
i WALT KJr A. SUBMERGED
RIM = 20.52
IE 11.56 (24" N)
O
1 -------- ---- -- - --------- ---- ---- --- -J
2 �f 1 2
EL 7.31 HI PT OF 1 2
FLOOR VALLEY 56' 2 LF 24" CPE SD • 20.019
iSTA: 0+44.56) 92'
I
WEA STORE
` WALL THICKNESS IS ESTIMATED. TO BE CONFIRMED BY STRUCTURAL DRAWIINGS
F LA
TOP S
8.51
10
IE =16.23 (18' TO C8 18-16)
TOP PIPE = 15.40 (24" TO CB 23)
FG VARIES 20.7 - 21.1 MORE/LESS SEE
SHEET C1.4-1 GRADNG PLAN
/-COAR TYPE 2-48
SOLID COMER
RIM = 20.33 / `/Z •���
IE = 14.56 (2C:E
) \\ \ /\IE = 18.04 (1)
IE = 14. 30" W) e
v.
1 YR WATER -
LEVEL STORAGE VAULT SOFFIT EL 17.75.
IE 18. (15" ROOF BYPASS) (= 16.0 O
TOP = 17.9 (18" TO CB 18-16) g" 15.06
cm it 2_60
W/ SOL COVER
RIM = 1.25 s
IE = 16 19 (18" SW) STATIC WATER -
IE = 15 73 (15" E) DEAD STORAGE
IE = 16 02 (8" "NW) 14.56
SIE = 15 73 (24 S)
11
IE =18.36 (15" ROOF BYPASS)
IE = 14.90 (24" TO YM0) •
tD
TOP SEDIMENT STORAGE
,
8.56
� STORM�I VAULT
SEPARATE PERIMIT
SEE STRUCTURAL
50 LF 1521 CPEP-- DRAWINGS
Q '
SD. • 1.W%
SCALE: 1 "_ 10 FT
VAULT SECTION A PROFILE
FLOOR EL 7.73
TYP AT WALL
--------
1 �
1 I �
25
NOTES:
1.
STORM WATER QUALITY VAULTS ARE SEPARATE PERMIT. CONTRACTOR
SHALL BE RES F T T
RESPONSIBLE OR 08 ANNG ALL PERMITS.
2. FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER.
VAULT DMENS%SMAY
� ADJUSTED BY
THE STRUCTURAL DRAWINGS
TO FACILITATE CONSTRUCTION. ADJUSTMENTS SHALL HAL BE IN
CONFORMANCE WTH THE REQUIRE
MSNT
S OF THE 2009 KING COUNTY
STORM DRAINAGE MANUAL INCLUDING M041MUM VOLUMES, DEPTH AND
LENGTH T WIDTH LENG 0 RAT
7 7 WID MOS.
. 5.
3. MINIMUM WATER QUALITY (STATIC DEAD) STORAGE VOLUME EXCLUSIVE OF
15
SEDIMENT STORAGE IS 15,450 CUBIC FEET
SAT DATA
10
WETVAULT VOLUME REQUIRED = 15,450 CUBIC FEET
WETVAULT VOLUME PROVIDED = 15,512 C.F.
TOP OF WO= 14.56
BOTTOM OF WO = 8.56
S ASBUILT WETVAULT VOLUME PROVIDED =----------C.F.
ORN) OEM
SCALE: 1 "= 10 FT HORZ. 1 " -5 FT VERT.
DIA7W
CITY OF RENTON, NAVD 88
Approved by:
CITY OF RENTON CONTROL Approved by:
POINT NO. 1864 WAS HELD
FOR ELEVATION, BEING roved by:
19.488 FEET (NAVD88) I AWoyed :
v:
" DZZ
N
a�
I
- WATER w„_,,,,_.,_.,,,,,,,,,., �� �e..�..��r,.,., �.,.,_,,.._.,.,_.�m„_ _,...,., Meb
G�_ _ ,.,,...._.,,
_ „ _,,,,_ „_w_,,. ,__,,,__,rm„_,,,. _,,,,,m
„
...,,,., ----
„_._,_,,..................,,,.,. _..,
TMS ,
�,,,,,,5S0"11,,,�5 Et
.............q.....e,,,,.,,,.,,.-.,.,...,.,,,....,,,,,.�.....,,.�..w.,.�,.,.a,...�....,,.,.,,,,, w.,,Q,a.,,,.,...,.t�.e,. �I.�.ewwa...e..,.,.n.........
wm „ew.,sw...,.aae.....
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c
CONF`WD SPACE TEST ATMOSPHERE BEFORE
r
O
O
O
1
ENTERING" COMPLIANCES"S.COM MODEL ACE -10005
�
OR APPROVED EQUAL
� Z
w �-3
.__............... ,,_
FRAME AMID COMER (COR 204.5)
I
0
6'x 10' GRATED REMOVABLE/LOCKABLE
m
MMAMITENANCE ACCESS DOOR. OF 2
EL 7.19
0
4" PVC SDR 35 ! 2% TO VAULT FOOTING DRAINS
SECTION
CONNECT TO CB 28 IE = 15.56
NN
CN
CN
04 e4
FLOOR EL 7.73
TYP AT WALL
--------
1 �
1 I �
25
NOTES:
1.
STORM WATER QUALITY VAULTS ARE SEPARATE PERMIT. CONTRACTOR
SHALL BE RES F T T
RESPONSIBLE OR 08 ANNG ALL PERMITS.
2. FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER.
VAULT DMENS%SMAY
� ADJUSTED BY
THE STRUCTURAL DRAWINGS
TO FACILITATE CONSTRUCTION. ADJUSTMENTS SHALL HAL BE IN
CONFORMANCE WTH THE REQUIRE
MSNT
S OF THE 2009 KING COUNTY
STORM DRAINAGE MANUAL INCLUDING M041MUM VOLUMES, DEPTH AND
LENGTH T WIDTH LENG 0 RAT
7 7 WID MOS.
. 5.
3. MINIMUM WATER QUALITY (STATIC DEAD) STORAGE VOLUME EXCLUSIVE OF
15
SEDIMENT STORAGE IS 15,450 CUBIC FEET
SAT DATA
10
WETVAULT VOLUME REQUIRED = 15,450 CUBIC FEET
WETVAULT VOLUME PROVIDED = 15,512 C.F.
TOP OF WO= 14.56
BOTTOM OF WO = 8.56
S ASBUILT WETVAULT VOLUME PROVIDED =----------C.F.
ORN) OEM
SCALE: 1 "= 10 FT HORZ. 1 " -5 FT VERT.
DIA7W
CITY OF RENTON, NAVD 88
Approved by:
CITY OF RENTON CONTROL Approved by:
POINT NO. 1864 WAS HELD
FOR ELEVATION, BEING roved by:
19.488 FEET (NAVD88) I AWoyed :
N
x z
N
AA A
00
BOTTOM VAULT ELEVATION VARIES SEE
STRUCTURAL PLANS - 12' AMIMIM111
ANE11MtiE SEDg1ENT STORAGE DEPTH
WATER C"AUTY VAULT OUTLET
ACTION
SCALE: 1 " = 2 FT
212' H04GED ACCESS DOOR
CENTERED OVER STEPS WITH
LOCKABLE ACCESSTYP
( )
VAULT OUTLET
PLAN
VIEW
1"= 2FT
t
6 x 0 GRATED RE
Mt'VABLE
LOCKABLE MAINTENANCE
ACCESS DOOR
R-3 84111
IKEA PROPERTY INC
S . G�pCi 420 ALAN WOOD ROAD
A Sy CONSHOHOCKEN, PA 19428
/,A. CONTACT: DST E. SLATON
��. COMS11Ni T M MOM=
. (610) 934-OISM CELL 303-549-4623
Dote •
/� p 28527 qr ENG
Dote �'nFJ' FC I S T E��`' ���� N CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH KENT,
Date S/0A L EMv WA 98032
CONTACT: JAY GRU®8, PE
6x 10' GRATED REMOVABLE/ 1
LOCKABLE MAINTENANCE O
ACCESS DOOR. SEE STRUCTURAL DRAWINGS
FRAME AND LADDER OR STEPS
OFFSET. SEE PLAN VIEW
PROPOSED STOW -SEE SHT C1.5-1
15 LF 24" CPEP SD W -19.75%
OUTLET
= 11. (24" OUTLET)
" MALL THICKNESS IS ESTIMATED. TO BE
A CONFOAD BY STRUCTURAL DRAWINGS
.e
....�LADDER PER CITY OR
STANDARDS
CON9MMTM YN07W
v:
" DZZ
N
O1
CONFINED SPACE SK9MAGE. TYPICAL_ AT MANHOLE
J
N
x z
N
AA A
00
BOTTOM VAULT ELEVATION VARIES SEE
STRUCTURAL PLANS - 12' AMIMIM111
ANE11MtiE SEDg1ENT STORAGE DEPTH
WATER C"AUTY VAULT OUTLET
ACTION
SCALE: 1 " = 2 FT
212' H04GED ACCESS DOOR
CENTERED OVER STEPS WITH
LOCKABLE ACCESSTYP
( )
VAULT OUTLET
PLAN
VIEW
1"= 2FT
t
6 x 0 GRATED RE
Mt'VABLE
LOCKABLE MAINTENANCE
ACCESS DOOR
R-3 84111
IKEA PROPERTY INC
S . G�pCi 420 ALAN WOOD ROAD
A Sy CONSHOHOCKEN, PA 19428
/,A. CONTACT: DST E. SLATON
��. COMS11Ni T M MOM=
. (610) 934-OISM CELL 303-549-4623
Dote •
/� p 28527 qr ENG
Dote �'nFJ' FC I S T E��`' ���� N CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH KENT,
Date S/0A L EMv WA 98032
CONTACT: JAY GRU®8, PE
6x 10' GRATED REMOVABLE/ 1
LOCKABLE MAINTENANCE O
ACCESS DOOR. SEE STRUCTURAL DRAWINGS
FRAME AND LADDER OR STEPS
OFFSET. SEE PLAN VIEW
PROPOSED STOW -SEE SHT C1.5-1
15 LF 24" CPEP SD W -19.75%
OUTLET
= 11. (24" OUTLET)
" MALL THICKNESS IS ESTIMATED. TO BE
A CONFOAD BY STRUCTURAL DRAWINGS
.e
....�LADDER PER CITY OR
STANDARDS
CON9MMTM YN07W
" DZZ
N
O1
CONFINED SPACE SK9MAGE. TYPICAL_ AT MANHOLE
ACCESS. 10" X 7" ALUMII" ANSI Z535.1
z
"!CAUTION
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CONF`WD SPACE TEST ATMOSPHERE BEFORE
r
O
O
O
1
ENTERING" COMPLIANCES"S.COM MODEL ACE -10005
�
OR APPROVED EQUAL
� Z
w �-3
(DMLOCK
FRAME AMID COMER (COR 204.5)
ACCESS WITH LADDER
0
6'x 10' GRATED REMOVABLE/LOCKABLE
m
MMAMITENANCE ACCESS DOOR. OF 2
0
4" PVC SDR 35 ! 2% TO VAULT FOOTING DRAINS
CONNECT TO CB 28 IE = 15.56
i
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