FEMA-PT040209I
0
GENERAL NOTES
I. SOIL AT EASE OF WALL SHALL BE
UNDISTURBED DENSE SOIL OR WELL
COMPACTED ENGINEERED FILL,
2. PLACE SELECT FILL IN 6 IN. MAXIMUM
LIFTS AND COMPACT TO e5%
STANDARD PROCTOR DENSITY.
PLACE FOOTING OF RETAINING WALL
... r ,:. BELOW" FIMSWIFC ! A;.? ,:S NOTS::.:. .
4. PLACE WEEP HOLES EvERY 24 ".
SANDSTONE
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OTERRACED WALL SECTION
SCALE: 311 = 11_011
EXISTING FENCE
f� Oil
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COMPACTED
SELECT FILL
11-1 � MIN. 5" CONCRETE
PAD WITH 4 - 04's
LONGITUDINAL
AND "4% -m IS" OC
UNDISTRUBED SOIL
i 15' UTIL. ESMT.
L ^�
20'51.
/
DRIVE �
EXISTING 2 STORY
RESIDENCE
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FACE OF UPPER -
RETAINING WALL, 4'
MAX. HT.
FACE OF LOWER
RETAINING WALL,
5'411 MAX. HT,
Block A
VILLAGES OF CC
COPPELL, DALLAS COUNTY, TEXAS 15019
i;mm,T
EX5T.FENCE
BAG WALL HEADWALL
AND DRAINAGE
STRUCTURE
CONC OUTFALL
STRUCTURE
\ \ 3' DFNG. ESMT.
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Site Plan
SCALE: I" = 20' -0"
TOTAL DESIGN WITH
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N 4200 S. Hulen Street #534
FORT WORTH, TEXAS 78109
W (817) 732 -9878 (Office)
0 (817) 732 -5558 (Fax)
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