HomeMy WebLinkAboutS-0202-G Map 2208,12'
o �
oN
200
59' 28" E 16
O
LOT Cn
0.52 Acres
Min. Floor Elev,
325
NOTE
N
12
M
NW 33' 17" E 529,53'
156.15' 0 270.00'
rO9°00'32"W 3B ord
44.00.' 9r cab N °43' 55"W, 45.43'
Chord �I!s "l ..9 Arc= 4l R=9%,93'
N 0rrncQST l
5W V4,5EK,Set-.19
.7-2-N , R-13-W
i Found
30' Dro�ge \ Pig
LOT Acres
0.4G, Acres y� LOT 86 /
Min. Flo0orAElevs334 / o
�90
�+ Y o- / 3•
Dra'nQ /
Sonitar 3CD0°30'32"E, 50' 2 °o3J o \� c
werEasem�r�t Arc=82,80,Rz279. '
LOT 5 \
0.54 Acres
Min, Floor Elev, 32Co F,
Chord
534000'32"� I7'
S °'' O Arc' 38,81', R ° •7ro
LOT 4 0.45 Acres
Y ` fl Floor Elev 327
l
>Gsed
N 24°00' 32"W,21,21' Q Opr i ti
Arch G9°5' 32" 1
Cc 0,J 0/c9
ca 91724Cord 55
V'41�M(3=14. 93'
�• Arc=112, G9 , R 9Chord
3 s DORY �r o^ y� .� NCO° 30'32 W 95.80'
\qc d u c 4 c, a M` y Arc = 9G,15 , R= 324.00o y/
390 a S52°00 32' W, 20,21 0
29 SsepL
Chord s2o
01
Q 11�Chord,S2G°ITo It 49.7.
Arc =5001',R=139"
` Ziaord
`- 00'A'v I57" E, 29.G3'
Minimum floor elevations are shown to establish the finished
floor elevation above the published 100-Year Flood Elevation for
Taylor Loop Creek as published in August 1985 on the FIRM maps
for the City of Little Rock. The most current flood elevation
should be obtained before commencing construction by contacting
the Corps of Engineer's Office of Flood Plain Management.
h c$1,7 y ,
A 20
C.• \ 9 b, op, > i ar s • ` e Son;
L
Chord�: a' a
\ `91 501°42' 20" E , 3G.40 3
s w Arc. = 40,11, R= 25,00' 2� 4w P�t'iS
�0 �` E05emen�
\ 7T — 15, U'I'I I I � S9G Gy \
ltl\n0' e,FOpipMMON V6g°/6
°`R°j/ C,PL �. AREA \
�h�P<<�kpV� 4� \ \ <p Ot �Sof• RaQXV
LOT I
Pla-Hed In Book C Page 307
III
\ Legal Description
A tract of land situated in the SW 1/4 of the SE 1/4 of Section 19,
Township 2 North, Range 13 West of the Fifth Principal Meridian, City of
Little Rock, Pulaski County, Arkansas, being more particularly described
as follows:
Beginning at the Northeast Corner of the SW 1/4 of the SE 1/4 of Section
19, T-2-N, R-13-W; thence along the East line of said SW 1/4 of the SE
1/4, s02001'27"E, 261.98 feet to a point on the North right -of way line
of Hinson Road; thence along said North line, N69'16'59"W, 153.71 feet;
thence continuing along said North line along a curve to the right an arc
distance of 154.73 feet, said curve having a radius of 596.62 feet, and a
chord bearing and distance of N61'51'09"W, 154.30 feet; thence continuing
along said North line, N54025'26"W, 66.50 feet; thence S35°34'34"W, 80.00
feet to a point on the South right-of-way line of Hinson Road; thence
along said South line, S54°25'26"E, 7.69 feet; thence along a curve to
the right an are distance of 40.77 feet, said curve having a radius of
25.00 feet, and a chord bearing and distance of S07'42126"E, 36.40 feet
to a point on the West easement line of Hickory Creek Drive; thence along
said West easement line with the following bearings and distances:
S38059'28"W, 81.60 feet; S36'07143"W, 100.12 feet; S38'59'28"W, 11.95
feet; thence N53'25'10"W, 431.76 feet; thence NO3°25'10"W, 77.06 feet to
a point on the North line of the SW 1/4 of the SE 1/4; thence along said
North line of the SW 1/4 of the SE 1/4, N88°33'17"E, 829.53 feet to the
Point of Beginning, and containing 3.89 acres, more or less.
m
�9
LOT 85 v
0. S'? Acres u-
THIS PROJECT
HICKORY
CREEK
,� � -a-• tea, <.<a< �,�
dl
r a
I ,
VICINITY MAP
SCALE: 1'=2000'
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED OWNERS OF IRE SEAL. ES".'ATE SHOWN AND DESCRIBED HEREIN
DO HEREBY CERTIFY THAT WE HAVE LAID OFF, FLATTED AND SUBDIVIDED AND DO
HEREBY LAYOFF, PLAT AND SOBDIVIDE SAID PEAL ESTATE IN ACCORDANCE WITH THE
WITHIN PLAT.
HICKORY CREEK JOINT VENTURE DATE OF EXECUTION
SOURCE OF TITLE: 81-00923, 82-34488, 83-08252
CERTIFICATION OF ENGINEERING ACCURACY
I, STEVEN L. HAYNES, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A
SURVEY AND A PLAN MADE BY HE OR ONMER NY SUPERVISION. THAT ALL MONUMENTS
SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE, TYPE AND MAIERIAL
ARE 1:0R?ECTLY SRO'VN, AND THAT ALL PEQUIFEMENTS OF THE LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS PALE BEEN FULLY CC'HPLIED WITH.
DATE OF FIECUTIONI— RFGISTEF;ED PROFESSION ENGINEER
NO. 5459
CERTIFICATE OF SURVEY
I. HEREBY CERTIFY, THAT A SURVEY GREW OF CARVER AND CARVER, P.A.
ENGINEERS, LITTLE ROCK, ARKANSAS, DID SURVEY THIS PIECE OF REAL ESTATE
UNDER MY ➢IRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF THE
SURVEY RESULTS.
/brc4 25.1��{>'
DATE OF EXECUTIOA REGISTERED LAND SURVEYOR NO. B65
ERROR OF CLOSURE I' IN 5000'
CERTIFICATE OF FjYAl AF'PRnvAL
PURSUANT TO THE LITTLE ROCK SL811IVISION RULES AND REGULATIONS AND UNDER
THE CONDITIONS OF ORDINANCE NO. 11,338 THIS DOCUMENT IS GIVEN FINAL
APPROVAL BY THE LITTLE ROCK PLANNING COMMISSION. ALL OF THE CONDITIONS
OF APPROVAL HAVING BEEN C::IIPLETED. THIS DOCUMENT IS HEREBY ACCEPTED AND
THIS CERTIFICATE EXECUTED UNDER THE AUTHORITY OF SAID RULES AND
REGULATIONS.
DATE OF EXECUTION
CERTIFICATE OF RECORDING
THIS DOCUMENT NO. FILED FOR RECORD _
PACE FOR BILL OF ASSURANCE SEE DOCUMENT NO
CIRCUIT CLERK
J, No. 5459 r
IN PLAT BOOK % _ 1
Xr
1
' II
l
el
j f �9.
ems. Uy,,
v00
rp
Found Concreo FINAL PLAT CAI' M onumex-1 ou eos
Corner SW V41SEV4 I'1`
section 19, LOTS l 5, 6, 85, 86 & 87
7-2-N, R-15-W HICKORY CREEK SUBDIVISION
LITTLE ROCK, ARKANSAS
NAME AND ADDRESS OF OWNER: PREPARED BY
GARVER & GARVER, P.A.
Hickory Creek Joint Venture LITTLE ROCK, ARKANSAS
1501 North University
Suite 264 50 25 0 50 100
Little Rock, Arkansas 72207
SCALE: 1= 50'
MARCH 1988
JOB NO. 87-