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CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivision
Rules and Regulations relative to the preparation
and submittal to 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
A 1 E OF
CERTIFICATE OF PRELIMINARY
1 AR6,tNS1tS
ENGINEERING ACCURACY
RLc11: E 3E
I, William L. Dean hereby
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certify that this plat correctly represents
a plat made by me, and that engineering
of the Little Rock Subdivision
�\� N0.4418 PCB 1�
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requirements
Rules and Regulations have been complied
with.
Signed,
0 F AUTy.,.
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Date of Execution Name, Registered
CIVIL r
Engineer
DESIGN, INC
No. 4418 Arkansas
; uJ N0. 102 O ;
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
I, William R. Gipson hereby certify that this
_
plat correctly represents a boundary survey made
I have consulted FEMA Food Insurance Rate Map
'
or verified by me that all surveying requirements
Little Rock
Community Panel No. 050179 0380C dated May 16,
_
of the State of Arkansas and City of
Subdivision Rules and Regulations have been
1983, and find that the hereon property described is
_--
compiled with and a copy of said boundary has
not in a 100-year flood zone.
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been duly filed for record in the offices of the
State Surveyor and the Pulaski County Circuit
-
Clerk on 1 / 31 19 96 ,in
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Plat Book E Page
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William R. Gipson
Registered Land Surveyor
Date of Execution Name
Certification No. 1170
Registered Professional
Land Surveyor
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No. 1 170
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Arkansas
t ff-e STATE Of
ARKANSAS
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GENERALNOTES
1. All building lines area a minimum of 25 feet from property lines
unless otherwise noted.
2. All easements shown to be used for utilities and/or drainage and
are to be 10 feet in width unless indicated otherwise.
3. All lots having curved boundary lines are measured using chord
distances.
4. Ground Contours interpreted from aerial survey. Elevation sources PAGIS. M.S.L
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VICINITY MAP
Scale: 1" = 1500'
Legal Description
Part of the NW 1/4 and the N 1/2 of the SW 1/4, Section 7,
Township 1 North, Range 13 West, Pulaski County, Arkansas,
more particularly described as follows:
Beginning at the NW comer of the NW 1/4, NW 1/4, Section 7, T-1-N,
R-13-W; thence S 87e 18' 23" E along the North line of said NW 1/4, NW 114
a distance of 1244.38 feet to a point and the NE comer of said NW 1/4, NW 114;
thence S 010 24' 07" W along the East line of said NW 1/4, NW 1/4 a distance of
1300.06 feet to a found 1" pipe and the NE comer of the SE 114, NW 1/4, Section 7,
T-1-N, R-13-W; thence S 880 36' 38" E along the North line of said SE 1/4, NW 1/4
a distance of 1312.67 feet to a found 1" pipe and the NE comer of said SE 1/4, NW 1/4;
thence S 010 45' 12" W along the East line of the NE 1/4, SW 114, Section 7, T-1-N,
R-13-W a distance of 2619.46 feet to a found concrete monument and the SW comer
of the said NE 1/4, SW 114; thence N 880 50' 38" W along the South line of said NE 1/4,
a distance of 1318.29 feet to a found concrete monument and the SE comer of the NW 114,
SW 1/4, thence N 880 52' 27" W along the South line of said NW 1/4, SW 1/4 a
distance of 494.58 feet to a set #4 rebar; thence N 01 ° 07' 33" E for a distance
of 100.00 feet to a set #4 rebar; thence N 880 52' 27" W for a distance of
238.00 feet to a set #4 rebar; thence S 180 48' 27" E for a distance of 106.37
feet to a set #4 rebar on the South line of said NW 1/4, SW 114; thence
N 880 52' 27" W along the South line of said NW 1/4, SW 1/4 a distance of
53.28 feet to a set #4 rebar; thence N 18e 48' 27" W for a distance of 223.05
feet to a set #4 rebar; thence N 88e 52' 27" W for a distance of 169.30 feet
to a found rebar; thence S 01 p 00' 58" W for a distance of 209.63 feet to a
found rebar on the South line of the said NW 114, SW 1/4; thence
N 88°53' 16" W along the south line of said NW 1/4, SW 1/4 for a distance
of 250.33 feet to a found concrete monument and the SW comer of said
NW 1/4, SW 1/4; thence N 010 43' 37" E along the West line of the
NW 1/4, SW 1/4 and the NW 1/4 of said Section 7, a distance of
3958.96 feet to the NW corner of the NW1/4, NW 1/4, Section 7
and the Point of Beginning, containing 190.624 acres, more or less, subject to
an AP&L easement and less and except a R/W for Cooper Orbit as shown on
survey by William R. Gipson, dated November 23, 1995.
PRELIMINARY PLAT
FOR
CAPITOL LAKES ESTATES
CITY OF LITTLE ROCK
PULASKI CO., AR.
OWNER OF RECORD. John Burnett Trustee
TITLE SOURCE: �/O ' oZ a ` E , PAbu S3i
CCIVIL DESIGN, INC.
D 15104 CANTRELL ROAD
LITTLE ROCK, ARKANSAS 72212
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