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FORMED NOTCH
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0 ISSUE FOR BID
NO. I REVISION
EL 4.75
MAX PAY WIDTH
FOR STRUCTURAL EXCAVATION 11' -0"
2" CLR I L NOTE: GEOTEXTILE DRAINAGE MAT
#7@12 VERT TO COVER ENTIRE BACK SIDE OF
20 STEM WALL FROM FOUNDATION
TO 1' BELOW FINISHED GRADE.
#5@12 HORZ----_�
GRAVEL BACKFILL FOR WALLS 2" CLR
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GEOTEXTILE DRAINAGE 10 MAT, SEE NOTE
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SW 34TH STREET DAM 03/2/07
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WING WALL SEC71ONS S2
AND DETAILS SHMM OR
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