HomeMy WebLinkAboutS-0922 Map 2CERTIFICATE OF ENGINEERING ACCURACY
M
tb
rn
t`
N
ry
W
m
O
F-
U
O
x
W
O
a
' W
i G
U
O
a
i
W
POINT OF COMMENCEMENT
NORTHWEST CORNER
SECTON 15
T-1-N, R-11-W
1858.35' EAST
/ 592.72' SOUTH
S66.15'45 ,.
E, 1120.3g,
TRANSIT
SHED
S66.1$5
y ARKANs
A � ER
ORDINARY HI
GH
3 I ARKANSAS R VrE
LITTLE 45 •W
RQ RA FRCr AINAL CpMpANy 6.00 LITTLE ROCK TERMIN �
REA 302 o to S66'15.45 AL COMPANY LEASE AR
v � 156 pp f EA
, o to 61�-
S6 1
ry N 3 PO! 5 45,E. 1,
a C) J w CORNER EGI PlN 83 02' S ti 7p t kI S T1170 R l R N38 1 g �5 "E
e�1 r M AREA 300 TRACT A Al 0�4p I N
ACIF N 66 1 45 "
�� �� FAUN ' P I o� 3 1 5' W
IRON D C MOLASS rj 88'19'25., f 96. ;3
PIN (SEE AREA ACT A ASSES CO. 6g1 6g. 8,8?' S6 J
z / PLAT gOK 30p SOOT 21g.7g
6p IN0VS66 15 45 E, 835.0 24 PAGE 86) v F._I.Py R RCT SCAP CO. \
6p S66.151.,IAL MA%0A 2 N S�3'44 AREA 3001 I
5.1E 835 ORrt� ? / , 10.00'- 15•'K
t 02'
2H0rrD N66 15 4S,.w 12U,R 366.15
S68',s l y1 - - 78502 0, ly 1100,45 .,E 6,)
78
66.15,45,E
N66'15'4$ W 6p2 78
Ls23'4q'1 " 6
1p-0p'-- S W 02.78 1
I
4 NA1/4 SET COTTON
SW SEC�.'OP, 15 1 4 PICKER SPINDLE
1/4 NE �� (C P.S.)
5W 'rTt17N 15
SEE PLAT BOOK 24
PAGE 86 FOR R.O.W.
DEDICATION OF
LINDSEY ROAD
N23*44 If c
169.60'
CHORD_ -
N23'16'27"E, 0.78'
R=791.20'
A parcel of land situate
Range 11 West, Pulaski County, ncnan.�,--••o ---- as follows:
Commencing at the Northwest Corner of Section 15, Township 1 North, Range 11
West; thence East, 1858.35 feet; thence South 592.72 feet to the Northwest
Corner of Tract A, Area 302, Little Rock Port Industrial Park; thence
S66°15'45"E, 1120.38 feet along the Northerly line of said Tract A Area 302;
thence
id Tract
Area
302; thence continuing along said EasterlyEasterly lline of of a Tract A, N66 15p'45"W,
306.00 feet; thence continuing along said Easterly line of Tract A Area 302
ad, S23°44'LS'W, 563.0 feet to the
and the east R.O.W. line of Lindsey Ro
Southwest Corner of Tract A, Area 300, Little Rock Port Industrial Park and
the Point of Beginning; thence along the southerly line of said Tract A Area
300, S66°15'45"E, 835.02 feet; thence S23°44'15"W, 10.00 feet: thence
S66°15'45"E, 602.78 feet; thence along a curve to the left having a radius
of 666.20 and a chord bearing S73°12'45"E, 162.22 feet; thence S80°09'45"E,
1104.76 feet; thence along a curve to the right having a radius of 766.20 and
a chord bearing S59°39'15"E, 536.87 feet; thence S39°08'45"E, 256.23 feet;
thence along a curve to the left having a radius of 666.20 and a chord
bearing S58°26'53"E, 440.42 feet; thence S77"45'E, 1207.16 feet; thence
S12°15'W, 100 feet; thence N77°45'W, 1207.16 feet; thence along a curve to
the right having a radius of 766.20 feet and a chord bearing N58°26'53"W,
506.53 feet; thence N39°08'45"W, 256.23 feet; thence along a curve to the
left having a radius of 666.20 feet and a chord bearing 959°39'15"W, 466.80
feet; thence N80°09'45"W, 1104.76 feet; thence along.a curve to the right
having a radius of 766.20 feet and a chord bearing N73°12'45"W, 185.42 feet;
thence N66°15'45"W, 602..78 feet; thence S23°44'15"W, 10.0 feet; thence
N66°15145.W, 785.02 feet; thence along a curve to the left having a radius
of 50.0 feet and a chord bearing S68°31'12"W, 70.98 feet to the eastern right
of way line of Lindsey Road; thence along said right of way along a curve to
the left having a radius of 791.20 feet and a chord bearing N23°16'27"E, 0.78
feet; thence continuing along said right of way N23°44'15"E, 169.60 feet to
the Point of Beginning and containing 12.27 acres more or less.
STA 16+0
CURVE DAT/
Q=13'54'00
D = 8'00'00"
R= 71 & 198'
T= 87.30
L=173.75'
CHORD I
j S73'12'45"E,
� 16L22'
CHORD
S80'09.45'E, 1104.76'
S80'09'45"E, 1104.76•
N80'09'45"W, 1104 76'
SET C.P.S.
��-HOBO
S59 SET C.P.S.
536 87 39'15, � - -
O
/4 R66.8p 39_1,5 ��9•
.f. ���A. 2i�`•Sf
P.I. STA.30+59.24
CURVE DATA
p=41'01'00"
D= 8'00'00"
R= 716.198'
T= 267,89'
L= 512.71
SW SFQTION 144
P.I. STA.38+11.13
CURVE DATA
L= 38'36' 15"
D= 8'00'00"
R= 716.198
T= 250.84'
L= 482.55'
I, RONNIE D. HALL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS
A SURVEY AND A PLAN MADE BY ME OR UNDER MY SUPERVISION; THAT ALL
MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATON, SIZE, TYPE
AND MATERIAL ARE CORRECTLY SHOWN; AND THAT ALL REQUIREMENTS OF THE
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULLY COMPLIED
WITH.
DATE OF EXECUTION REG. PROFESSIONAL ENGINEER NO, 3634
CERTIFICATE OF SURVEY
I, RONNIE D. HALL, CERTIFY THAT A SURVEY CREW OF GARVER & GARVER, INC.,
ENGINEERS, LITTLE ROCK, ARKANSAS DID SURVEY THIS PIECE OF REAL ESTATE
UNDER MY DIRECTON AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF THE
SURVEY RESULTS.
DATE OF EXECUTION REGISTERED LAND SURVEYOR NO, 865
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED
HEREIN DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED
AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE
WITH THE WITHIN PLAT.
DATE OF XECUTION MAYOR, CITY OF LITTLE ROCK
SOURCE OF TITLE: SEE PLAT OF LITTLE ROCK PORT INDUSTRIAL PARK PLAT
RECORD BOOK NO, 27, PAGE 86
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATONS AND UNDER
THE CONDITIONS OF ORDINANCE NO. 11,338, THIS DOCUMENT IS GIVEN FINAL APPR-
OVAL BY THE LITTLE ROCK PLANNING COMMISSION. ALL OF THE CONDITIONS OF
APPROVAL HAVING BEEN COMPLETED THIS DOCUMENT IS HEREBY ACCEPTED AND
THIS CERTIFICATE EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS,
DATE OF EXECUTION DEPT. OF COMPREHENSIVE PLANNING
LITTLE ROCK, ARKANSAS
CERTIFICATE OF RECORDING
THIS DOCUMENT NUMBER _ FILED FOR RECORD
AS PLAT NUMBER
FOR BILL OF ASSURANCE SEE DOCUMENT NUMBER
CIRCUIT CLERK
SEI C.P.S
S12*15'00"W
100.00'
NE 1/4' SW 1/4
SECTODI 14
LITTLE ROCK PORT
NDUSTRIAL DISTRICT
17
Z�FIELDS� -N-
ST� ROOSEVELT RD.
is
U py��J 2 w
x �
0
VICINITY MAP
INDUSTRIAL HARBOR DRIVE
RIGHT-OF-WAY DEDICATION
LITTLE ROCK PORT INDUSTRIAL PARK
Prepared By
Garver+Garver
Engineers and Planners
Little Roc4, Arkansas
200 0 200 400
SCALE: 1 "=200'
DATE: FEBRUARY 1990
NOV 09 1990