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1500 GALSEPrIC TANK WITH
GRAVEL AND SAND REED BED \
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45' RIGHT-OF-WAY DEDICATION NO, �\ \\+ \\N O'X20'PARKIN&6PAG0•fYP-
FUTURE VERSA-LOK RETAINING WALL \. \\ 5' - 50' BLDG. SETBACK LINE
SW COR. `\` \\\\ \\` o\\ LK, '
SE'/4 SE'/4 swl \'^ `- LOT 2
SECTION 5. T -1-N, R-1 3-W \\ `- �' ^ - j / LUG SUED.
PROP24' ADS N12 ST .DRAIN PIPE
p ° f_ )� _ 220.36'
FIP---®-----��---- - - - -
-- _657.87' EXIST.FIRE HYD. slk\` `\89°171 W^ 1 3. ' 14.98' -----------
_ _---------------------- _\ \ ;\ P EXIST.UNDERGROUND TELECABLE
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SW COR.
SE'/4 , SWI/4
SECTION 5. T -1-N, R -13-W
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1\48g 23 W 65.87
EXIST.G'WATER UNE
EXIST.44WELDED ST.GAS LINE
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CAP UNIT
ADHERE TO TOP UNIT
W/VERSA-LOK
CONCRETE ADHESIV ,,,���qj%.�.+ • `
IMPERVIOUS FILL /
GEOSYNTHETIC REINFORCEMENT
SEE PROFILE DRAWINGS
FOR -LENGTH. -TYPE. AND SPACING
RETAINED BACKFILL
DRAINAGE AGGREGATE
VERSA-LOK 1z' THICK MIN. I IIh^'C1-
MODULAR CONCRETE
FACING UNIT —III—I
APPROX.
i y EXCAVATION LINE
1 REINFORCED BACKFILL
COMPACTED 95w. OF MAXIMUM
I STANDARD PROCTOR DENSITY
I
4" DIA. (WIN.) GRAIN PIPE
! iIII I "' •• OUTLET ENO OF WALL
M 40'' CENTERS MAX.
SL DRAIN
_ SLOPE TO DRAIN <1/8"/FT.1
III—I�I—III IMPERVIOUS FILL
RANULAR LEVELING PAD
6" THICK MIN.
I ,
I I
TYPICAL SECTION -REINFORCED RETAINING WALL
MODULAR CONCRETE UNIT
I I SCALENONE
I I
S
9
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IMPERMEAB
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ASPHALT
DRAIN DITCH DETAIL
(OPTIONAL) SLOPE AT TOP OF WALL
SCALE:NONE
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ARKANSAS ••'� NN
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MARLAR ENGINEERING CO., INC. PREPARED FOR:
5318 John F. Kennedy Boulevard
J CON, INC. & I C M
North Little Rock, Arkansas 72116
INCORPORATED Phone: (501) 753-1987 TITLE:
GENERAL SITE PLAN LAYOUT
�I.A6Pffil iA�ANI
... / iA�W� .,•.
1Y/.."A [WaVNIY EaRN�AMCE AY'
REVI SIONI DATE I DESCRIPTION I B
DRAWN BY: DATE JOB NUMBER:
OF 04-05-99 99-04
APPROVED BY: SCALE
FCY /' - 5(Y SHEET NUMBER / OF /