HomeMy WebLinkAboutS-1073-D Map 31
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N 156167.1
E 1175946175946
.
W1
1
50,
W
N8903'43" E
10.00'
N 156168 89
E 1175956.42
_10' ADDITIONAL
R'W DEDICATION
50 (1 50
CDN29'35'42" E
LC44.47'
R220.00'
CDN52'49'07"E
LC107.53'
R217. DO'
CDN72*03' 10" E
LC59.63'
R214 00'
� u+
era'.
10'
N 156094 43 CD554'26'23"E
I E 1175969.471.32
/ R58
G�
U
PAGIS
N 156171 43
E 1176212.90
N 156132 76
E 11761909
i
Q3'43 E I 156OF„F
-- -t118Q E 1 176105 2�
N 15604y.40
N I5 04, i4 E 1176048.54
E 1i7�iG356� ,
36
NE155984.39
- 1176059.92
N 155981.78
E 1176045.04
'+ 155331 73
E 1175994.96
_ N8731'22"W
0'
43' W
1V
CDS45'01'00"W
LC70.80'
R5&OO'
PROPOSED
PAGIS MARKER)
N 156466.23
E 1176342 89 /-�
30'
0 N 15614722
/ E 1176267.80
CDS51'55'42"W
LC264.06'
R280.00'
S66'12'19"E
60.00'
N 156442.02
E 1176397.79
60 7�
/ r
/tiNo
/
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Lot 8 Arkansas Systems Office Park
Legal Description
Part of the SWI/4 SE1/4, Section 36, T-2-N, R-14-W, Pulaski Cc
Arkansas, commencing at the center of said Section 36; thence
S8759'01"E along the north line of the NW1/4, SE1/4, 1343,21 ft.
to the northeast corner of said NW1/4 SE1 4; thence SPI'34'34"W
olong the east line of the W1/2, SE1/4, a dlstunce of 840.24 ft.,
thence N87'17'20'W 352.45 ft. to the point of beginning, thence
N87' 17'20"W 19508 ft , thence N76'09'1 3' W; 174 49 ft thence
S23'47'41'W, 132 30 ft.; thence southwesterly along the orc of
a 280.00 ft. radius curve to the right a chord bearing dnd distance
of S51'55 42' W. 264.06 fl.; thence 58903 43"W, 15 11 11 .
thence southwesterly along the arc of a 58.00 ft, radius curve to
the left o chord bearing and distance of S45'01'00"W, 70 80 ft.;
thence N87'31'22"W, 7.20 ft. to a point on the east right-of-way
line ,if Chenal Parkway; thence N09'56'17"W along said east right-
of-way line, 238.70 It,; thence N80'03'43"E, 10.00 ft. , thence
S09'56'17"E 75.59 ft; thence southeasterly along the arc of a
58-00 It. radius curve to the ;eft a chord bearing and distance of
S54'26'23"E, 81.32 ft. thence N80'03'43"E, 13.11 ft.; thence
northeasterly along the arc of a 214.00 ft radius curve to the
left a chord bearing and distance of N7ZO3'10"E 5963 ft.;
ce nartheagterly along the arc of a 217 00 ft radius curve to
ring and distil( 4907'E,. 107.53 tt.;
thence northeasterly along the orc o a OM ftradius curve to
the Jett o chord beoring and dlstanee of N29'3542"E, 44 47 It ,
thence N2347'41"E. 322.18 ft- thence S6912'19"E, 60.00 ft;
thence 58721'30"E, 297,11 ft., thence 50738'30"W, 211.24 ft
to the point of beginning containing 111.303 sg. ft. or 2,5552
acres more or less.
' av
S87^1'3(Y"E 29771'
--�— 146 8
—10' EASE-_
CENTER SECTION 36
T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
N 156428 30
E 1176695.18
�. 15'
L U T
�o
Z M
W
Ica
h
r>
t�n
o
N7g•09,13'W �,
1I4.48, 15' EASEMENT — -- — -- J
N 15626828 N 15621728
E 1176321,18 E 1176685.44
( N 156226.52 N87'17'20"W 19508'
E 117649059
4*
W
P.0.EL
N8717'20"W 352 45'
CERTIFICATE OF SURVEYING AC URAC
I, PAIL M. WHITE, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPIIED WITH
O
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVE rOR
NO. 1281, ARKANSAS
CERTIFICATE OF
OWNER
WE, THE UNDERSIGNED,
OWNER• OF THE REAL
ESTATE, SHOWN AND DESCRIBED HEREIN, DO
HEREBY CERTIFY THAT
WE HAVE LAID OFF,
PLATTED, AND SUBDIVIDED,
AND DO HEREBI
LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
ESTATE IN ACCORDANCE WITH THIS PLAT
y
I / i
DATE OF EXECUTION
ARKANSAS SYSTEMS LAND CU.
LLC.
-'�-'q?
i
i
DATE OF EXECUTION
ARKANSAS & STEMS BI/ILDfNI
C.Q. Ll.
�7 S
DATE OF EXECUTION
i
GHENAL TECIAOLOGr CEf TFR,
LLC
DR
F'AGE
INSTRUMENT N0.
CERTIFICATE OF ENGINEERING ACURACY CERTIFICATE OF FINAL APPROVAL
' r VCTL-1 E DA7ERS HEREBY _E?T.Ff'i1k5L'ANT TO THE LITTLE RiTGh SUBFi;'JI SdCN
THA.7 THAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE
FLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HA'ANC BEEN
ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
POCk SUBDIVISION PULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED WITH. EXECUIED UNDER THE AUTHOPITY OF SAID
1 RULE° AND RF_GLILATONS)
DATE OF EXECUTION TIMOTHY E CATERS
�N�� -
i
PEGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE PLANNING
ENGINEER NQ 5033, ARKANSAS COMMISSION
ERT I" TE F C"P INNyG
V
THIS DOCUMENT. NCJ{v1BER __..._ ,FILED FOR
RECORD - / 19 IN PLAT BOOK
7�9'01"E 13PACE_,
.r
c
PLAT OF
GENERAL NU T5,
I, 1/2" IRON PINS WERE SET AT All [(IT CORNERS
2 ALL EASEMENTS SHOWN - - -- - ARE TO BE USED
FOR DRAINAGE AND/'OR U I ILi I ILS_
3 LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSEC luN
OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG GIIPVFS ARE
CHORD DISTANCES,
5. ERROR OF CLOSURE. 1 119.000
AN ADDITION TO THE CITY OF'
LITTLE ROCK, ARKANSAS
p5iLl
A5
BY:
DATE.
M CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVE'iING
0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
Job No. 97-0088