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NE COR,NW 1 /4,SE 1 /4
NW1/4, SEC.22, T-1-N, R-12-W
034'45'E S88.38'38'E X SCALE: =60 '
I ! 80.71'
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{ I 5' UTILITY AND RAINAGE EASEMENT
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r >^ Te ���'I �'e IJ OA \� N f ' �/ { I { ^ { These landslyinArkansas ection 22, TIN, particularly dLittleeRock f !� /77 - 4-' lez - 0 FPT,1'� F
County,
_ follows:
•� ` { / the NE corner of the Nw
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/ {� `"' � � [Z Commencing at }, SE } of the NW
\ , to di � i �.{ �-�• 1 F { ;{ � ` - \a ;; thence South O1°-41'-36" west 376.329 ft.; thence
(�J L I J ^ _ ! '3 South 010-43'-37" East 263.054 ft. to a point in the
,I I• { {m M{ center line of creek; thence along the center line of the
N 7r'�J creek North 79°-40'-49" west 126.5 ft. continuingalong
Ip N ` { v{ _ the center line of the creek South 83°-31'-41" west
"a'1 N{ N .+ 3�O 107.05 ft. continuing along the creek South 77°-17'-25"
I� c � I { p{ _ W West 146.08 ft.; thence South 750-25'-19" West 263.41 ft.
1 IN ti{ _ _ # 3 Z to a point on the East right-of-way line of Shackleford
(t I t \ FA I { Road; thence along said East 11right-of-way line North ` `Y �•- \ `� { { J 2 140-51'-36" West 40.36 ft.; thence continuing along said
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,� East right-of-way line along a 4.31830 curve to the right
' ' _ ---- I 278.97 ft. to a point which has a chord bearing and
U� I _ distance of North 080-50'-12" west 268.49 ft.; thence
continuing along said right-of-way line along a 6.04860
curve to the left 199.26 ft. to a \� •i oe \ 50' BUILDING LINE _ 1 - Q �1 point which has a chord
m bearing and distance of North 060-56'-11" West 304.99
X ft.; thence continuing along said East right-of-way North
3+•$ ID6 '� 140-51'-=.8" 142.65 ft.; thence leaving said East
1y'' South ' -_ \ \ I (� 80.71 ft.;wathencehSouthf88°1-38aa38" Eas88675.994511 ft.Etota
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1C�.� \ 2 49 , 10 9.8 zq.- \ .� o point of beginning containing 10.53 acres more or less.
BROWN DRIVE � BACK F C11R83 66 _ -
S88 58'38'E 46 3 -
rp 4F-- �1 43 5k " 18 "E _
50 BUILDING LINE,
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GENERAL NOTES 1 SURVEY TIED TO PAGI
1. No part of this plat is shown to under the 100 Yea'.Aor
500 Year Flood Plain as depicted on Panel 16 of the most
recent Flood Way and Flood Plain Map.
2. The water and sewer improvements will be from the
extension of the Little Rock Municipal Systems in accordance
with their requirements.
3. The street cross section will be 36 ft. wide curb and
gutter designed with 3 inches of asphalt overlain 8 inches of
gravel which overlays a compacted subgrade on top of which
will be a synthetic textile.
4. Along the east boundary there is a 50 ft. non -clearing
zone and there will be a 100 ft. building line to provide as
sufficient buffer to the residential properties to the east.
5. Zoning of this property is`I-1.
6. The proposed rights of way of interior streets are 60 ft.
wide and the allotted right of way off of Shackleford Road is
one half of 4_'-ft.
I
S 1990 MONUMENTS 2048 9 2048A
TALL TIMBER WEST
Zot�ter CR-1
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s
CERTIFICATE OF SURVEYING ACCURACY
I, Rotes ar V� O• LL .wl t hereby certify that this
plat correctly represents a boundary survey
made or verified by me, all monuments required
actually exist and are correctly shown hereon
and that all surveying requirements of the Little
Rock Subdivision Rules and Regulations have
been complied with.
1 '
Date of Execution ROt�E�T �' t tC�l o J9
Registered Professional
Land Surveyor
No.&�,_
Arkansas
a
Colonel
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10 o
er1and Dr. ' Rd, o- m won 9000 W.
Mellwood E,
%;2:JA�Ck Ct. L £ Rd, Mel It4OO
^ o o m
w Susie vE Lobl oily Dr, : to •o° Westwood o' er`•
C ry ea• a West,
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Lockwood Rd. A6 C` P 00
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9, berside Fonda
Qa oo Peach tree Rd ~ 3 _.3 '0
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7 CL d v q A P"
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Lanehart Rd.
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VICINITY MAP
PRELIMINARY PLAT
SHACKLEFORD INDUSTRIAL PARK
LITTLE ROCK, PULASKI COUNTY, ARKANSAS
(I �ZZ 193
REVISED: 2/4/94
ZaN Erg S-
CERTIFICATE OF PRELIMINARY
ENGINEERING, ACCURACY
I, 1SFpT (] 1-4b t+l • ,a y , hereby
certify that this plat correctly repres nts a plat
made by me, and that engineering requirements
of the Little Rock Subdivision Rules and Regu-
lations have been complied with.
I Signed
Date of Execution Name, Registered
Engineer
No`S, Arkansas
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivi-
sion Rules and Regulations relative to the prepa-
ration and submittal to a preliminary plat hav-
ing been fulfilled, approval of this plat is herebv
granted, subject to further provisions of said
rules and regulations. This certificate shall expire
Date
Date of Execution Name,
L.R. Planning
Commission
SOURCE OF TITLE: 89-14176
/SZ A T f 0-r
I% ARA A�SA
REGISTERED
PROFESSIONAL
ENGINEER
o A at395
4
IST
Environmental scientists Incorporated
ENGINEERING • DESIGN • SURVEYING/MAPPING
200 Casey Drive
Mam(50 1 )85 1 -880_ Mauelle, Arkansas 72113
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