HomeMy WebLinkAboutR_4013127EDGE OF 3/4" STEEL PLATE
OR CONCRETE VAULT WALL
3'-0" , 3'-0" , 6" , VAULT
HELICAL ANCHOR LOCATIO
REQUIRED AT EACH VAULT
CHANCE 8"/10"/12" HEL
PIPE SHAFT. EMBED PER
ON SHEET S500-25. CAF
CHANCE PILE CAP PART
BOLT FOR UPLIFT NOT RE
NOTE:
ADDITION HELICAL ANCHORS' LOCATION IF REQUIRED
/,I:) STORM WATER VAULT FOUNDATION PLAN 1 0 1 2
50�-29 SCALE: 3/4 = 1 —0 3/4" = 1'-0"
scale feet
Cn
J
J
Q
d-
Cn
N
CHANCI
PART C
T
AL ANCHOR
ION
". ULTIMATE
40,000Ib
dOR
fn SECTION - STORM WATER VAULT FOUNDATION
50�-29 SCALE: 3/4" = 1'-0" 1 0 1 2
3/4" = 1'-0"
scale feet
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
SYM REVISION
APRON R INFRASTRUCTURE
A CITY OF RENTON COMMENTS
BY APPROVED DATE SYM
W4700331 ABAM MGW 06/21/18
W4700331 ABAM MGW 10/01/18
A� SECTION - VAULT CONCRETE PAD FOUNDATION PLAN
0-25 SCALE: 3/4" = 1'-0" 3/4" = 1'-0" 1 0 1 2
scale feet
NOTES:
DUE TO HIGHLY VARIABLE SOIL CONDITIONS AT THE SITE,
INSTALL ADDITIONAL HELICAL ANCHORS IF DESIGNED ANCHORS
DO NOT REACH DESIGNED CAPACITY.
REVISION BY APPROVED DATE
BOE//V�
" ONCRETE PAD. SEE S500-25
PAD LENGTH AND WIDTH
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i BergerABAM
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33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
CIVIL PERMIT
INSALLATION OF VAULTS TO BE COMPLETED UNDER
A SEPARATE BUILDING PERMIT
R-4013127
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
DRAWN
RGP
DATE
06 21 18
SUBTITLE
STORM WATER VAULT SUPPORT DETAILS
CURRENT REVISION
W4700331
SYMBOL
A
DATE
10/01/18
HE
CHECKED
SPT
06 21 18
SHEET
S 50 0 2 9
S 2 7
ENGINEER
MGW
06 21 18
TITLE
APRON R INFRASTRUCTURE
APPROVED BY
DEPT.
DATE
CHECKED
APPROVED RENTON SITE JOB NO. COMP NO.
W4700331
APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—S500-29