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I ivy I •fi' l IT T EASEMENT — —
OVERHEAD POWER a UNDE D TELEPHONE I S 89 5 I' 001I W
, I 5 DRAINAGE 1 I 289.63
CASEMENT � 'I'1
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p EASEMENT EXISTING 0-3
AR LINE 1 TRACT p / DRAINAGE AREA=t3.65AC. (Ih,STR. NO. 53-3;85)
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.CERTIFICATIONS
a. CERTIFICATE OF1PRELIMINARY SURVEYING
ACCURACY
i, hereby certify that _
his plat correctly represents a
boundary survey made by me and all
monuments shown hereon actually exist
and their location, size, type and
material are correctly shown.
Signed
Date of Execution Name, Registered
Land Surveyor
No. _, Arkansas
b. CERTIFICATE OF PRELIMINARY ENGINEERING
ACCURACY
hereby certify that
this plat correctly represents a plat
made by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
been complied with.
Signed
Date of Execution Name, Registered
Engineer, No. v r 4
Arkansas
C. CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock
Subdivision Rules and Regulations
relative to the preparation and
submittal of a Preliminary Plat having,
been fulfilled, approval of this plat is
hereby granted, subject to further
provisions of said Rules and
Regulations. This Certificate shall
expire
Date
Signed
Date of Execution Name,
L.R. Planning
Commission
S 60°15' 18aW
_ 498.51'
PROPERTY DESCRIPTION
Part of the West § of the Northwest ; lying Iorth of the North
Right -Dr -Way line of Interstate A30 (U.S. Highway 67-70) in Section
36, T-1-N, R-13-W, Pulaski County, Arkansas, more particularly described
as follow:
Beginning at the Northwest corner of Section 36, T-1-N, R-13-W, Pulaski
County, Arkansas; thence North 89022'57" East along the North line of
Section 36 a distance of 1327.48 feet to the Northeast corner of the Northwest
41 of Northwest ; of said Section 36, said point also being the Northwest
corner of Beverly Terrace Addition to the City of Little Rock; thence
South 0009'00" East along the West line of Beverly Terrace Addition 836.60 feet;
thence South 89051'00" West 289.63 feet; thence 5 u*,h 0009100" East 842.22 feet
to point on the Northerly Right -of -Way line of Interstate 430 the following
3 courses and distances: 1) South 60058'43" West 448.26 feet; 2) South
60015'18" West_498.51 feet; 3) South 60046'24" W st 226.23 feet; to a point
on the West line of said Section 36; thence North 0030'37" West along said
West line 2240.60 feet to the point of beginning ontaining 51.922 acres,
more or less.
R/W \
\MARKER \
FOUND
v
-R7S' \ rRriau
EAD POWER
6OD46' 240 W
196.14'
NO WATE
------------
N OOO 3O 37 W
FIRE. 2240.60
WATER IN E
EXISTING 38z28 CONC.
H"DRANT�
EXISTING 1 PIPE
EXISTING .70ACRCPIPE/
AREA=t906 \
AREA = t 59.35 ACRES
Q10 = 229.85e.ts.
UJI
AREA=*-9.OSACRES
5ACR.
e.fsES
Q10 = 3706 e.fs
GINNING'
Y
Q 10 = 3 5.40 e.f.s.
NOTES.
36,T-I-NCR-I3-W
"THERE IS NO DEDICATION OF CHICOT ROAD OR
a
1.
4'"GAS ON EAST SIDE OF CHICOT ROAD (25-30LBS. PRESSURE).
MABELVALE PIKE FOUND ON RECORD."
e"waTER
2.
2" GAS ON NORTH SIDE OF MABELVALE PIKE.
L1J
3.
POWER ON NORTH a SOUTH SIDE OF PROPERTY IS 3 PHASE.
J
3:
4.
THE AP81L RIGHT-OF-WAY EASEMENT ON THE SOUTH SICE
DITCH DETAIL
;
OF THE PROPERTY IS RECORDED IN BOOK 729, PAGE 462
J
O
5.
THIS IS TO CERTIFY THAT THIS PROPERTY DOES NOT
—NATURAL GROUND-
TO OUR KNOWLEDGE LIE WITHIN ANY DESIGNATED FLOOD PLAIN.
=
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3 I --I O'er
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•0 • 100 16
SCALE
?IRON PIN FOUND
390.
CSEP
10° f
.iG
{terEI
: k .:
Mehlburger
Tanner
Renshaw
& Associates
Architects -Engineers
Little Rock
El Dorado
I Arkansas
COPYRIGHT 19
Mehlburger Tanner Renshaw
8, Associates
DRAWN
BY:
CHECKED BY:
APPROVED BY:
SCALE:
I'-100,
DATE:
AUGUST 23, 1984
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PROJECT NO.
284 - 125
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