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CEDAR RIDGE SUBD,
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GRAVEL AND SAND REED BED
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PROP24” ADS N12 ST.DRAIN PIPE
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SECTION 5. T -1-N. R -13-W
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CAP UNIT
ADHERE TO TOP UNIT
W/VERSA-LOK
CONCRETE ADHESIVE
VERSA-LOK
MODULAR CONCRETE
FACING UNITS -
IMPERVIOUS FILL
12" DEEP
GEOSYNTHETIC REINFORCEMENT
SEE PROFILE DRAWINGS
FOR LENGTH, TYPE, AND SPACING
RETAINED BACKFILL
-DRAINAGE AGGREGATE
12" THICK MIN.
EXCAVATION LINE
REINFORCED BACKFILL
COMPACTED 95: OF MAXIMUM
STANDARD PROCTOR DENSITY
4" DIA. (MIN.) DRAIN PIPE
CUTLET M END OF WALL
OR • 90' CENTERS MAX.
_ SLOPE TO DRAIN (1/8"/FT.1
-III..
IMPERVIOUS FILL
RANULAR LEVELING PAD
6" THICK MIN.
TYPICAL SECTION—REINFORCED RETAINING WALL
MODULAR CONCRETE UNIT
SCALENONE
IMPERMEAB'
(A" CONC
ASPHALT
DRAIN DITCH DETAIL
(OPTIONAL) SLOPE AT TOP OF WALL
SCALE:NONE
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j SECTION 5. T -1-N. x.13 -W
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T�. MARLAR ENGINEERING CO., INC.
^ 5318 John F. Kennedy Boulevard
(� North Little Rock, Arkansas 72116
INCORPORATED Phone: ( 501 ) 753-1987
REVISION DATE I DESCRIPTION B
G1 STF,,y
e ,.'"STATE ...........
•'•.,
ARKANSAS '•y
NO. 98 0
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PREPARED FOR:
J CON, INC. & I C M
TITLE:
GENERAL SITE PLAN LAYOUT
DRAWN BY: DATE JOB NUMBER:
JNF 04-05-99 99-04
APPROVED BY: SCALE
FCM I l•' 50' SHEET NUMBER / OF /