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S500-22
S500-22
2'-10"*
C12x30 PERIMETER STEEL
SIDES OF VAULT LID, WITH
(2) 1/2"Ox7" STUDS @ 1E
SHIM FOR GR,
AS REQUIRED
1 /2" Oxz
SYM REVISION
APRON R INFRASTRUCTURE
A CITY OF RENTON COMMENTS
3'-4"
BY APPROVED DATE SYM
W4700331 ABAM MGW 06/21/18
W4700331 ABAM MGW 10/01/18
7'-4„
J�) PLAN - STEEL VAULT BOX LID NOTE: * BASED ON 4" CONCRETE WALLS
0-20 SCALE: 3/4" = 1'-0" 1 0 1 2
3/4" = 1'-0"
scale feet
ant-n Tnrl AAIn MnT
SECTION
SCALE: 1 1/2" = 1'-0"
8 0 8 16
1-1/2" = 1'-0"
scale inches
3' —11 "*
C12x30 PERIMETER STEEL ALL
SIDES OF VAULT LID, WITH
(2) 1 /2" Ox7" STUDS @ 16"O.C.
1 /2" Ox4 STUD @ 12", TYP
REVISION BY APPROVED DATE
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SCALE: 2" = 1'-0"
4 0 4 8
2" = 1'-0" iiiii
scale inches
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SCALE: 2" = 1'-0"
4 0 4 8
2" = 1'-0" iiiii
scale inches
#8@8 TOP AND BOT
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SCALE: 1 1/2" = 1'-0"
i BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
DRAWN DATE SUBTITLE
ACCEPTABILITY RGP 06 21 18
THIS DESIGN AND/OR CHECKED
SPECIFICATION IS APPROVED SPT 06 21 18
ENGINEER TITLE
APPROVED BY DEPT. I DATE MGW 06/21 /18
CIVIL MASTER
INSALLATION OF VAULTS TO BE COMPLETED UNDER
A SEPARATE BUILDING PERMIT
8 0 8 16
1-1/2" = 1'-0"
scale inches
CIVIL PERMIT
STORM WATER VAULT - SHEET 1
APRON R INFRASTRUCTURE
RENTON SITE
SITE
R-4013118
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1..V1.1.L1V1 W4700331 J `IW /� n 10/01/18
SHEET
S500-20 S18-
JOB NO. COMP NO.
W4700331
RENTON, WA DWG NO. 4—APRON—R—S500-20