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ULYRABLOCK WALL
C6.7
415 nv 41lPe- 415
60 0 60
WALL ELEVATION — NORTH
SCALE HORS. 1" = 10' VERT. 1" = 5'
405
400 SITE cO
TOP 0
IN
MID WALL
(MW)
BOTTOM OF WALL ELI
(BW)
GRAVEL BACKFILL
4" WALL FOOTING DRAIN. RIGID
PVC PERFORATED PIPE WRAPPED
WITH 6" MINIMUM GRAVEL
BACKFILL FOR DRAINS AND
GEOTECHNICAL FABRIC. DRAIN
TO DISCHARGE POINT
ULTRABLOCK WALL TYPICAL SECTIONS
IW OS
Iry *VG.DV 9 9
..
:
9 9'..
405
'.. 400
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E.WALL
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I... ... ..... ..... .... .... BOTTOM. OF LOWER WALL
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WALL ELEVATION — EAST
SCALE: HORS. 1" = 10' VERT. 1" = 5'
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
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NOTES
1. FIELD VERIFY ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL PROVIDE LAYOUT PLAN AND SUBMITTALS TO ENGINEER A MINIMUM 30 DAYS
PRIOR TO CONSTRUCTION FOR REVIEW.
� I1-=20' N"� I CITY OF
CIVIL CONSTRUCTION PERMIT RESUBMITTAL #3 P5;5"3
/20 Nm. MB
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 2 DM i•`RENTON
CIVIL CONSTRUCTION PERMIT RESUBMITTAL 20 .or. Planning/Building/Public Works Dept.
IF NECT ONE INCH
NO. REVISION BYE APPR - A"""LOfw'N`L'
R-412218
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
MSippo 06/03/2020
7210-17324 127TH STREET, RENTON, WA
PGE
CIVIL DETAILS
C6.7