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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
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, William L. Dean , 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, p r�
Date of Execution Name, Registered
Engineer
No. 4418 Arkansas
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
1, William R. Gipson , hereby certify that this
plat correctly represents a boundary surrey made
or verified by me that all surveying requirements
of the State of Arkansas and City of Little Rock
Subdivision Rules and Regulations have been
complied with and a copy of said boundary has
been duly filed for record in the offices of the
State Surveyor and the Pulaski County Circuit
Clerk on I / '3 1 , 19 9 6 ,in
Plat Book E Page S 3 7
Ml ec t Y9 Lyack o . w. R .
Date of Execution Name
Registered Professional
Land Surveyor
No. 1170
Arkansas
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ARKANSAS
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CIVIL i i
DESIGN, INC
Cr
y No. 102
,�•I���•�AS ENG;:•''••'
I have consulted FEMA Flood Insurance Rate Map,
Community Panel No. 050179 0380C dated May 16,
1983, and find that the hereon property described is
not in a 100 -year flood zone.
R id "P-Q.�._
William R. Gipson
Registered Land Surveyor
Certification No. 1170 _
f,+f .y1STERF�
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r •''''STASTATE OF •''•y
ARKANSAS
Jip 1170 . 0
GENERAL NOTES `o vtJf�•tlgM..�
1. All buildinglines 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 source: PAGIS, M.S.L.
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VICINITY MAP
Scale: 1" = 1500'
Legal Description
Part of the NW 1/4 and the N 112 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 corner of the NW 1/4, NW 1/4, Section 7, T -1-N,
R -13-W; thence S 87018' 23" E along the North line of said NW 1/4, NW 1
a distance of 1244.38 feet to a point and the NE corner of said NW 1/4, NW 1
thence S 010 24'07" W along the East line of said NW 1/4, NW 1/4 a distal
1300.06 feet to a found 1" pipe and the NE corner of the SE 114, NW 1/4, Se(
T -1-N, R -13-W; thence S 880 36'38" E along the North line of said SE 1/4, N
a distance of 1312.67 feet to a found 1" pipe and the NE corner of said SE 1/r
thence S 010 45' 12" W along the East line of the NE 114, SW 1/4, Section 7,
R -13-W a distance of 2619.46 feet to a found concrete monument and the SW ct
of the said NE 1/4, SW 1/4; thence N 880 50'38" W along the South line of s
a distance of 1318.29 feet to a found concrete monument and the SE comer I
SW 1/4; thence N 880 52'27" W along the South line of said NW 1/4, SW 1//'
distance of 494.58 feet to a set #4 rebar; thence N 01 D 07' 33" E for a distan
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 1/4; 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 180 48' 27" W for a distance of 223.(,
feet to a set #4 rebar; thence N 880 52'27" W for a distance of 169.30 feet
to a found rebar; thence S 01 D 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 88053' 16" W along the south line of said NW 1/4, SW 114 for a distance
of 250.33 feet to a found concrete monument and the SW corner 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 Bumett. Tmstee
TITLE SOURCE:
CIVIL DESIGN.
D 15104 CA-WRELL ROA]
LITTLE ROCK, ARKAN
t MPRcH 141 , W.9 (o AIiAwV g�'. 8. pcaNr
12