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CONFORMANCE WITH THE REQUIREMENTS OF THE 2009 KING COUNTY
PRO
ED STORM -
E SHi CI.S
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0"
0
EL 7.30 HI PT OF
92'
AE
IKEA STORE
WALL THICKNESS 5 ESTIMATED. TO BE CONFIRMED BY STRUCTURAL DRAWINGS
25
EO
15
TOP E
8.5
10
5
56'
PLAN VIEW - BASIN 1 (NWC) WETVAULT
REFERENCE PLAN SHEET C1.5-1
SCALE: t"= 10 FT
VAULT SECTION A PROFILE
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GRATED REMOVABLE/LOCKABLE
DEAD STORAGE
FLOOR EL 7.73
EL 7 07
= -14.56 -
TYR AT WALL
-
Pa
14'
SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS.
CIVIL
SECTIONS AND DETAILS
FLOOR EL.7.73_
2
FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER.
TYPAT -WALL _
20
58. MiryS�
EL 7.19+- O
AL
AS -BUILT ANTED: 12
FOOTIN
i DRAINS AS
2ER DRAW ND
-2
>
CONFORMANCE WITH THE REQUIREMENTS OF THE 2009 KING COUNTY
PRO
ED STORM -
E SHi CI.S
7
Nf
NN
STRU
RAL DETAILS
(VAULT)
LENGTH TO WIDTH RATIOS.
RIM mm 20.52 ell
21
LF 24" CPE
SO O -14.
%
15
fill -f1
CITY OF RENTON CONTROLTHE
POINT NO. 1864 WAS HELD-p�WERE
L _ _ J
VALLTOUR.FrIll.
FOR ELEVATION, BEING
REVERSE SORE
pll
REVISIONS AND FUNCTION AS INTENDED.
19.488 FEET (NAVD88)
FLOOR EL
TYP Ai W
.73
L STA
0+15.90
(X3
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2
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= 11.56(2
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EL 7.30 HI PT OF
92'
AE
IKEA STORE
WALL THICKNESS 5 ESTIMATED. TO BE CONFIRMED BY STRUCTURAL DRAWINGS
25
EO
15
TOP E
8.5
10
5
56'
PLAN VIEW - BASIN 1 (NWC) WETVAULT
REFERENCE PLAN SHEET C1.5-1
SCALE: t"= 10 FT
VAULT SECTION A PROFILE
FINISH
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CENTERED OVER STEPS WITH
OBSTRUCTIONS
25
VW
TAM WATER -
LOCKABLE ACCESS (TYR)
O6'x10'
GRATED REMOVABLE/LOCKABLE
DEAD STORAGE
FLOOR EL 7.73
EL 7 07
= -14.56 -
TYR AT WALL
-
Pa
14'
SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS.
CIVIL
SECTIONS AND DETAILS
FLOOR EL.7.73_
2
FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER.
TYPAT -WALL _
20
58. MiryS�
EL 7.19+- O
WA
AS -BUILT ANTED: 12
TO FACILITATE CONSTRUCTION. ADJUSTMENTS SHALL BE IN
SECTION
111
CONFORMANCE WITH THE REQUIREMENTS OF THE 2009 KING COUNTY
CITY OF RENTON, NAVD 88
7V
•1H
Nf
NN
A,
nr
RR
LENGTH TO WIDTH RATIOS.
RIM mm 20.52 ell
3.
MINIMUM WATER QUALITY (STATIC DEAD) STORAGE VOLUME EXCLUSIVE OF
BENCHAAAOBEFOREYOUDKtFIELD
15
fill -f1
EL 7.30 HI PT OF
92'
AE
IKEA STORE
WALL THICKNESS 5 ESTIMATED. TO BE CONFIRMED BY STRUCTURAL DRAWINGS
25
EO
15
TOP E
8.5
10
5
56'
PLAN VIEW - BASIN 1 (NWC) WETVAULT
REFERENCE PLAN SHEET C1.5-1
SCALE: t"= 10 FT
VAULT SECTION A PROFILE
FINISH
GRADE: AT
PROFILE SECTION A - A VIEW - BASIN 1 WETVAULT
2'X2' HINGED ACCESS DOOR
LADDER CUR OF
VAULT\
ENTERING" COMPLMNCESIGNS.COM MODEL ACE -10005
CENTERED OVER STEPS WITH
OBSTRUCTIONS
25
SCALE: T"= 10 FT HERZ. 1" =5 FT VERT.
TAM WATER -
LOCKABLE ACCESS (TYR)
O6'x10'
GRATED REMOVABLE/LOCKABLE
DEAD STORAGE
MAINTENANCE ACCESS DOOR. TYPICAL OF 2
VAULT SOFFIT ESTIMATED EL-
= -14.56 -
STORM WATER QUALITY VAULTS ME SEPARATE PERMIT. CONTRACTOR
-
DIMENT STORAGE.
CITY OF RENTON
SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS.
CIVIL
SECTIONS AND DETAILS
FLOOR EL.7.73_
2
FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER.
TYPAT -WALL _
20
58. MiryS�
EL 7.19+- O
WA
AS -BUILT ANTED: 12
TO FACILITATE CONSTRUCTION. ADJUSTMENTS SHALL BE IN
SECTION
111
CONFORMANCE WITH THE REQUIREMENTS OF THE 2009 KING COUNTY
CITY OF RENTON, NAVD 88
7V
•1H
Nf
NN
A,
7.75.
RR
LENGTH TO WIDTH RATIOS.
0 II
IE =15.98 (18" TO CB 18-16)
TOP PIPE = 15.2 (24" TO CB 23)
FG VARIES 20.7 - 21.1 MORE/LESS SEE
SHEET C1.4-1 GRADING PIAN
cxm 411RItV XtHwnwt/ O
LOCKABLE MAINTENANCE
ACCESS DOOR. SEE STRUCTURAL DRAWINGS
2
E = 1. (24" S)
1 IE - I . (IS" E) \
IES 4 (24" W)
r 1 100 YR WATER -
1 EVEI STORAGE VAULT SOFFIT EL 17.75.
3 I11 IE =1].6] (15" ROOF BYPASS) 18.0
1 TOP PIPE = 17.45 (18" TO CB 18-16) `i./ 8° FREEBOARD = 15.06
' I I II PROPOSED STORM -SEE SHT C1.5-1
11 CITYPE 2-60" J 15 LF 2P CPEP SO O -19758
1 W SOLID COVER -
Po� = 21.08 STATIC WATER
E k 15.73 (18" SW) DEAD STORAGE
E k 15.73 (15" E) - 14.56
11 4 k 16.02 (8" NW) tei
E F 15.73 (24" ST Z
IE =18.87 (15" ROOF BYPASS) 00
1 TOP 7.31 (24" TO WQ) e o
A w
(za" OUTLET)TOP SEDIMENT STORAGE
CB28Y TYPE 1, W/STD GRATE = 8.56 g
RIM = 20.97 STORM VAULT WALL THICKNESS IS ESTIMATED. TO BE
IT = 18.55 (15" E) SEP
MATE PERMIT CONFIRMED BY STRUCTURAL DRAWINGS
IE = 18.55 (15" W) SEE STRUCTURAL r i
DRAWINGS � �
j y' 1 FLOOR EL 773
T P ATWALL
. HANDHOLDS. STEPS OR
)ER PER CITY
L BOTTOM VAULT ELEVATION VARIES SEE
STRUCTURAL PLANS - 12" MINIMUM
AVERAGE SEDIMENT STORAGE DEPTH
WATER QUALITY VAULT OUTLET
n SECTION
v
SCALE: 1" = 3 FT
ID WETVAULT MNG DATA
WETVAULT VOLUME REQUIRED = 15,450 CUBIC FEET
WETVAULT VOLUME PROVIDED - 15,512 C.F.
TOP OF WO - 14.56
BOTTOM OF WO = 8.56
$ ASBUILT WETVAULT VOLUME PROVIDED = 15.512 C.F.
=07
CONFINED SPACE SIGNAGE. TYPICAL AT MANHOLE
PROFILE SECTION A - A VIEW - BASIN 1 WETVAULT
2'X2' HINGED ACCESS DOOR
LADDER CUR OF
"ICAUTION CONFINED SPACE TEST ATMOSPHERE BEFORE
REFERENCE PLAN SHEET C1.5-1
ENTERING" COMPLMNCESIGNS.COM MODEL ACE -10005
CENTERED OVER STEPS WITH
OBSTRUCTIONS
25
SCALE: T"= 10 FT HERZ. 1" =5 FT VERT.
LOCKABLE ACCESS (TYR)
O6'x10'
GRATED REMOVABLE/LOCKABLE
NOTES:
MAINTENANCE ACCESS DOOR. TYPICAL OF 2
K
1
STORM WATER QUALITY VAULTS ME SEPARATE PERMIT. CONTRACTOR
CITY OF RENTON
SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS.
CIVIL
SECTIONS AND DETAILS
2
FINAL VAULT DESIGN AND CONFIGURATION BY A STRUCTURAL ENGINEER.
AS -BUILT
20
VAULT DIMENSIONS MAY BE ADJUSTED BY THE STRUCTURAL DRAWINGS
WA
AS -BUILT ANTED: 12
TO FACILITATE CONSTRUCTION. ADJUSTMENTS SHALL BE IN
VERTICAL DAnW
111
CONFORMANCE WITH THE REQUIREMENTS OF THE 2009 KING COUNTY
CITY OF RENTON, NAVD 88
7V
STORM DRAINAGE MANUAL INCLUDING MINIMUM VOLUMES, DEPTH AND
A,
7.75.
CALL 2 WORKING DAYS
LENGTH TO WIDTH RATIOS.
3.
MINIMUM WATER QUALITY (STATIC DEAD) STORAGE VOLUME EXCLUSIVE OF
BENCHAAAOBEFOREYOUDKtFIELD
15
SEDIMENT STORAGE IS 15,450 CUBIC FEET
CITY OF RENTON CONTROLTHE
POINT NO. 1864 WAS HELD-p�WERE
L _ _ J
S\\
FOR ELEVATION, BEING
ID WETVAULT MNG DATA
WETVAULT VOLUME REQUIRED = 15,450 CUBIC FEET
WETVAULT VOLUME PROVIDED - 15,512 C.F.
TOP OF WO - 14.56
BOTTOM OF WO = 8.56
$ ASBUILT WETVAULT VOLUME PROVIDED = 15.512 C.F.
=07
6'x10' GRATED REMOVABLE/
LOCKABLE MAINTENANCE
VAULT OUTLET ACCESS DDDR
r1 PLAN VIEW
Y
1"= 2Fi
IKEA PROPERTY INC
420 ALAN WOOD ROAD
CONSHOHOCKEN, PA 19428
CONTACT: DWIGHT E. SLATON
CONSTRUCTION MANAGER
P: (610) 834-0180; CELL SDi649-4623
E: DINKNTSLAT(WOKFACM
ENGINEER
BARGNAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH KENT,
WA 98032
CONTACT: JAY GRUBB, PE
(425)251-6222
O1
CONFINED SPACE SIGNAGE. TYPICAL AT MANHOLE
PROFILE SECTION A - A VIEW - BASIN 1 WETVAULT
ACCESS 10" X 7" ALUMINUM ANSI 2535.1
"ICAUTION CONFINED SPACE TEST ATMOSPHERE BEFORE
REFERENCE PLAN SHEET C1.5-1
ENTERING" COMPLMNCESIGNS.COM MODEL ACE -10005
Q
O2
SCALE: T"= 10 FT HERZ. 1" =5 FT VERT.
ACCESS WITH LADDER
O6'x10'
GRATED REMOVABLE/LOCKABLE
MAINTENANCE ACCESS DOOR. TYPICAL OF 2
K
= =FOOTINGCONNECT TO CB 28 IE =
CITY OF RENTON
DEPARTMENT OP PUBLIC WORKER
CIVIL
SECTIONS AND DETAILS
IKEA REDEVELOPMENT.
AS -BUILT
ENTON.
WA
AS -BUILT ANTED: 12
A&9ULT NOTE
VERTICAL DAnW
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAO FILE PREPARED BY BARCHALISEN
CITY OF RENTON, NAVD 88
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT MO RIM
CALL 2 WORKING DAYS
ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A
BENCHAAAOBEFOREYOUDKtFIELD
SURVEY BY BARGKMSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED IN OCTOBER 2017.
ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRNATE WATER AND SEWER SYSTEMS
CITY OF RENTON CONTROLTHE
POINT NO. 1864 WAS HELD-p�WERE
Ll
INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD
FOR ELEVATION, BEING
pll
REVISIONS AND FUNCTION AS INTENDED.
19.488 FEET (NAVD88)
6'x10' GRATED REMOVABLE/
LOCKABLE MAINTENANCE
VAULT OUTLET ACCESS DDDR
r1 PLAN VIEW
Y
1"= 2Fi
IKEA PROPERTY INC
420 ALAN WOOD ROAD
CONSHOHOCKEN, PA 19428
CONTACT: DWIGHT E. SLATON
CONSTRUCTION MANAGER
P: (610) 834-0180; CELL SDi649-4623
E: DINKNTSLAT(WOKFACM
ENGINEER
BARGNAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH KENT,
WA 98032
CONTACT: JAY GRUBB, PE
(425)251-6222
O1
CONFINED SPACE SIGNAGE. TYPICAL AT MANHOLE
ACCESS 10" X 7" ALUMINUM ANSI 2535.1
"ICAUTION CONFINED SPACE TEST ATMOSPHERE BEFORE
ENTERING" COMPLMNCESIGNS.COM MODEL ACE -10005
OR APPROVED EQUAL
O2
LOCKING FRAME AND COVER (COR 204.5)
ACCESS WITH LADDER
O6'x10'
GRATED REMOVABLE/LOCKABLE
MAINTENANCE ACCESS DOOR. TYPICAL OF 2
4" PVC SDR SS O 2E
= =FOOTINGCONNECT TO CB 28 IE =
CITY OF RENTON
DEPARTMENT OP PUBLIC WORKER
CIVIL
SECTIONS AND DETAILS
IKEA REDEVELOPMENT.
F
ENTON.
WA
R-3847115
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