HomeMy WebLinkAboutS-0922 Map 4CERTIFICATE OF ENGINEERING ACCURACY
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POINT OF COMMENCEMENT_
NORTHWEST CORNER
SECTON 15
T-1-N, R-11-W
1858.35' EAST
*' 592_72'--SOUTH
S66'15.45,.
�.` E, 1120.38•
FzSHNSI T
fD
ARKANSAS R � DER
~� _ORDINARY HI
ARKgNSAs RATE& L E `_
1N
LITTLE RO��gc Rq/NgL COMP 6.0p UTTLE RACK TERM
AREA 302 NY � INgL COMPA
Nf ;
S C �n � 6 f i
v o a 615.4$, LEA AREA
O '"' 150 on. E Eq !'
N66'15,45,.w
�66 1 j 45 75 _ h3 ,` _ S6b 5
PO/ 1 4 E, 152 0'
SEE SEE PLAT BOOK. 4 a A� NpRNEQEcm1NIN� 02, 5
PAGE 86 FOR R.0 W. o M ' Eq 300 TRACT q
DEDICATION OF FOUND PACIFIC o
LINDSEY ROAD IRON I ' MpLASS "5
n I' PIN TRACT ES CO.
N 23'44' 15 "E r) �� (SEE PL q T �'YEA 30 4
-169.60 - I 60, S66y5• BOOK 24 P n
CHORD _ _ INO 45 E' 635. AGE 86)
N23'16'27"E, 0.78' I j E p USTI?IgE 02•
R=791.20' S66'i5 45,• hgRepR N S23'44-1$„
A parcel of land situates
Range 11 West, Pulaski C0-1)', •-••___. _
as follows:
Commencing at the Northwest Corner of Section 15, Township 1 North, Range 11
West; hene Cornert of eTractt A 18Area5 302, Little e Rock Port Northwest
Port Industrial Park; 592.72 feet to the
S66°15'45"E, 1120,38 feet along the Northerly line of said Tract A Area 302;
thence S23°44'15"W, 250 feet along the Easterly line of said Tract A Area
302; thence continuing along said Easterly line of Tract A, N66'15'45"W,
306.00 feet; thence continuing along said Easterly line of Tract A Area 302
and the east R.O.W. line of Lindsey Road, S23°44'15"W, 563.0 feet to the
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°15145"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 S80009'45"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°08145"W, 256.23 feet; thence along a curve to the
left having a radius of 666.20 feet and a chord bearing N59°39'15"W. 466.80
feet; thence N80°09'45"W, 1104.76 feet; thence along a curve to the right
d bearing N73°12'45"W, 185.a2 feet;
having a radius of 766.20 feet and a chor
thence N66°15'45"W, 602..78 feet; thence S23'44'15"W. 10.0 feet; thence
N66015145"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, 0.18
feet; thence continuing along said right of way N23'44115°F., 169.60 feet to
the Point of Beginning and containing 12.27 acres more or less.
EXISTIIVG RA1 Nag 19'25"E-
LRpgD 1 /
N66'15
N38-19.25" 196 33
69168 88.87• E, S6
21\
SOUTHER
TRASC
ARE T BAP CO'
0
C• 835.0 I►� 2 10.b6 - -- W
HQRG N6615 45"11 7 �20'R.O. S6675'45"
68-31'12„ 85.02 W 1p E' 602.7
R=50 W, 70 9g,1 Sfi 0' R 0 W 8
6 15 45•,F
SW / a
S110N 15
E
W _1 /4. N 15/ 4
S23'4466 1
10. 15"W
SET COTTON
PICKER SPINDLE
(C.P.S.)
STA 16+C
URVE DAT/
p=13'54'00
D=8'00'00"
R=716.198'
T= 87.30
L=173.75'
CHORD
;'S7312'445 ,
/ 161.22'
\CHORD
45„W
S80'09'45"E, 1104�76
S80'09:45"E, 1104.76'
SET C-P.S
D S59. SET S.
536_ B7 39'1.5
4 466.8038'15 SU9
� O
� J9 • s2 QS `
P.I. STA.30+59.24 08 F
CURVE DATA Ss��yS7L 1s
6=41'01'00"
D= 8'00'00"
R= 716.198'
T= 267,89' SET C P.S
L= 512.71
`f
3,
i
SW 1/4 N
ZIO4
N 14
P.I STA.38+11.13
CURVE DATA
n= 38'36' 15"
L'= 8'00'00"
R= 716.198
T= 250.84'
L= 482 55'
42 - 03 •F
)RDA \ -
S�.SB?E `5 y,
4
NWSECvDl 4. W14
SE" � P S.
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. I
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. si
Fell, ! SF
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 Or- LITTLE ROCK
SOURCE OF TITLE. SEE PLAT OF LITTLE ROCK PORT INDUSTRIAL PARK PLAT
RECORD BOOK NO, 27, PAGE 86
CERTIFICATE OF FINAL APPROVAL
P,'RSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATONS AND UNDER
THE CONDITIONS OF ORDINANCE NO. 11,338, THIS DOCUMENT IS GIVEN FINAL APPR-
OvAL B i�IF LITTLE ROCK PLANNING COMMISSION. ALL OF THE CONDITIONS OF
APPROVAL HAVING BEEN COMPLETED THIS DOCUMENT IS HEREBY ACCEPTED AND
-HI-1 CERTIFI1_A-E EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS.
DATE JF E'EC' 1110N DEPT. OF COMPREHENSIVE PLANNING
LITTLE ROCK, ARKANSAS
CERTIFICATE OF RECORDING
THIS DOCUMENT NUMBER FILED FOR RECORD
AS PLAT NUMBER
FOR 811_L OF ASSURANCE SEE DOCUMENT NUMBER
577'45'00"E, 1207.16
S77'45'00"E, 120,7-16
100 R 0 N N77 45'00 W, 1207.16'
=.n
CIRCUIT CLERK
SET C.P.S.
S12*15'00"W
100.00'
NE I/4. W14/4
LI1 I LE ROCK PORT
NDUSTRIAL DISTRICT
�L JEL—N—
? R�JSEV ELT RD.
Jhf� T ( Y
IS
T
VICINITY MAP
INDUSTRIAL HARBOR DRIVE
RIGHT-OF-WAY DEDICATION
LITTLE ROCK PORT INDUSTRIAL PARK
Prepared By
Garver+Garver
Engineers and Planners
Little Rock, Arkansas
200 0 200 400
0001
SCALE:1 "=200'
DATE: FEBRUARY 1990
9 7990