HomeMy WebLinkAboutS-1100 Map 10N
S
200 0 200 400
'�-----ice- ---. -.--
scale feet
1 "=200'
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
pi/Sj k I E 6F '
CERTIFICATE OF PRELIMINARY
If li R , 1 S l
ENGINEERING ACCURACY
,1$
R�flti: �?ED
I, William L. Dean hereby
�\ .
certify that this plat correctly represents
\ !
1�
a plat made by me, and that engineering
!y No.4418 it
- .
requirements of the Little Rock Subdivision
�� f
Rules and Regulations have been complied
with.
Signed,
0 F A
M i `Ib� tGg 6 1� --
.•'.P��
Date of Execution Name, Registered
V 9
CIVIL �+
Engineer
DESIGN, INC
No. 4418 Arkansas
.0 No. 102 O
CERTIFICATE OF PRELIMINARY
EMk�P�.�
/....•••.
SURVEYING ACCURACY
'
p \\
I, William R. Gipson hereby certify that this
plat correctly represents a boundary survey made
I have consulted FEMA Flood Insurance Rate Map,
or verified by me that all surveying requirements
,
of the State of Arkansas and City of Little Rock
Community Panel No. 050179 0380C dated May 16,
Subdivision Rules and Regulations have been
1983, and find that the hereon property described is
�-
complied with and a copy of said boundary has
not In a 100-year flood Zone.
-
been duly filed for record in the offices of the
State Surveyor and the Pulaski County Circuit
Clerk on 1 / 11 19 9 6 ,in
Plat Book E Page b'J
William R. Gipson
Registered Land Surveyor
Date of Execution Name
Certification No. 1170
Registered Professional
�r
Land Surveyor
No. 1170
f G�STERlF
f ..... ........
IW �ti ,
Arkansas
+' STA11 01'
ARKANSAS
1170
:}f NvAM R
GENERAL NOTES +,•••J'O ..•,.,.,,••• StJ:;•-
AL L
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 source. PAGIS. M.S.L.
n
1 n R R•.p'
i S OM.D2.E.' W 1l] IDS'
]W SI'MMtS 7r•.'M
N.Y SY 1S W (i10.00' OEEDI - � a
1A.]]'Mwgs
t2...r oeeo,
NM' 522^W NLt'DT )TE
v2e IW W
J r,-
r'',,
I YAMS
SURVEYED # I g
PROPERTY r M°
r I
Mq OR GR A ECI.O PT q,
I �� e °ems
SECLUdE
I RN
k SEE
CIRI
„ :
IR >
O
Spnng Valley { F0
1
1101111M I "SPRING VIEW �A_
P NT CIR "V�
SRANCR
n i
I
— — — — — — — — — — — — — — — — — — —
i
VICINITY MAP
Scale: 1" = 1500'
Legal Description
PVT DRIVE
GILBERT DR
Part of the NW 1/4 and the N 1/2 of the SW 114, 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 87° 18' 23" c along the North line of said NW 1/4, NW 1/4
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 114, NW 1/4 a distance of
1300.06 feet to a found 1" pipe and the NE comer of the SE 1/4, NW 1/4, Section 7,
T-1-N, R-13-W; thence S 88° 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 01 ° 45' 12" W along the East line of the NE 1/4, SW 1/4, 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 1/4; 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 1/4,
SW 114; thence N 880 52' 27" W along the South line of said NW 114, 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 88° 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 88' 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 223.05
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' 00' 58" W for a distance of 209.63 feet to a
found rebar on the South line of the said NW 1/4, SW 114; thence
N 88053' 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 114; 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 NW114, 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 RIW 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.
44&C�A II% , tLig6 DRi+wV 9`l B. fj[4�
OWNER OF RECORD. John Bumett. Trustee
TITLESOURCE. ''1 ic- 20707- , a°41�61 PA(.: b37
CT CIVIL DESIGN, INC-
D 15104 CANRELL ROAD
LITTLE ROCK, ARKANSAS 72212