HomeMy WebLinkAboutS-1073-G Map 3ARKANSAS STATE PLANE COORDINATES
N
156442.02
E
1176397.79
N
156466.24
E
1176342.89
N
156171.44
E
1176212.90
N
156132,77
E
1176190.94
N
156067.79
E
1176105.27
N
156049.41
E
1176048.53
N
156047.15
E
1176035.62
N
156094.44
E
1175969.47
N
156162.90
E
1175956.42
N
15616747
E
1175946.57
N
156599.81.
E
1175870.77
N
156669.87
E
1176270.65
N
156590.69
E
1176407.13
N
156511.54
E
1176362.86
6
t
50 0 50 150
Scale V = 50 ft
405,97
11 /t 13
\ \ \ R480.00' /
CDS29' 12' 5-5/
\'\ ' LC90.69'
t v ND b
3 Q point of beginntng
91
LOT 6 011
Z Me�T
� 3
It, S80°p3143"W \ fs°-°'_ R220.00'
\ 1ppp \� CDS29°3-5'42" / r
LC44.47' /
R217.00'
D \
tt n�1, CDS52049'07'W
LC107.53
`O \ R214,00' 4 /
£ CDS72°03'10'W ' 7
LC59,63'
1 R58,00
t ® CDN54026' 3"W '
LC81,3 ,
tt 13,11,
O j V,
LOT 9
LOT 8
PLAT BK E, PC. 91'0
u
CERTIFICATE OF SURVEYING ACCURACY
�G`S°TEkrI, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
�+ Eof"'•
••"1"TPLAT CORRECTLY REPRESENTS A BOUNDARY
`•
• S1 AT. •.•
p'ARKANSAS SURVEY MADE OR VERIFIED BY ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS OF THE LITTLE
'J f Aft 4vn; t ;' ROCK SUBDIVISION RULES AND REGULATIONS
�/jo •,.'` HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
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 THIS PLAT.
DATE OF EXECUTION G
�✓� is�s
/ :f/IlciY.cv.s-,
ADDRESS
D.R. PAGE
AKK445a5 9fyVEris 6UIL421I 4 o0j � -- c
ACI<A4. , ST$tE l5 Ln Jp co ` c Lhl)
INSTRUMENT NO. 6140fAL EcnrloLoG( cQ41-62, Ll
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL
iJ9y�AT"-�6f �
y : ` I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE
Pit 4FES0iOPLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
Nvci'V� 13ES i� ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
No.5033 <cf ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID
-'yy E �,% �/ RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS 22
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
CERTIFICATE OF RECORDING
THIS DOCL�?ENT,. "UMBER FILED F�
RECORD _ 19 j 4> IN PLAT BOOK
PAGE '1-) 2—
EXH i P22r-r'A '
PROPERTY DESCRIPTION
PART OF THE WI/2 SE1/4, SECTION 36, T-2-N, R-14-W, LIIILE ROCK,
PULASKI COUNTY, ARKANSAS BEING
MORE PARTICULARLY DESCIRBED AS:
COMMENCING AT THE NORTHWEST
ORNER OF LOT 8, ARKANSAS SYSTEMS
OFFICE PARK; THENCE N66'12'19"
, 60,00 FT, TO A POINT ON THE
WEST RICHT-OF-WAY LINE OF TEC
NOLOGY DRIVE AND THE POINT OF
BEGINNING; THENCE S23'47'41"W ALONG
SAID WEST RIGHT OF WAY LINE
322.18 FT.; THENCE SOUTHWESTER
Y AND CONTINUING ALONG SAID WEST
RIGHT-OF-WAY LINE FOLLOWING TIE
ARC OF A 220.00 FT. RADIUS CURVE
TO THE RIGHT, HAVING A CHORD EEARING
AND DISTANCE OF
S29'35'42'W, 44.47 FT.; THENCE
OUTHWESTERL'r CONTINUING ALONG
SAID WEST RIGHT-OF-WAY LINE, F
LLOWING THE ARC OF A 217.00 FT.
RADIUS CURVE TO THE RIGHT, HA
NG A CHORD BEARING AND DISTANCE OF
S52'49'07"W, 107.53 FT.; THENCE
SOUTHWESTERLY AND CONTINUING
ALONG SAID WEST RIGHT-OF-WAY
IJNE, FOLLOWING THE ARC OF A 214.00
FT RADIUS CURVE TO THE RIGHT,
HAVING A CHORD BEARING AND
DISTANCE OF S72'OS'10"W, 59.63
FT-; THENCE S8903'43"W AND
CONTINUING ALONG SAID WEST RIG
-IT -OF -WAY LINE, 13.11 FT.; THENCE
NORTHWESTERLY AND CONTINUING
41LONG SAID WEST RIGHT-OF-WAY LINE,
FOLLOWING THE ARC OF A 58.00
T RADIUS CURVE TO THE RIGHT,
HAVING A CHORD BEARING AND DI
TANCE OF N5426'23"W, 81.32 FT
TO A POINT ON THE EAST RIGHT-
F-WAY LINE OF CHENAL PARKWAY;
THENCE ALONG SAID EAST RIGHT-
F-WAY LINE THE FOLLOWING BEARINGS
AND DISTANCES: N09'56'17"W, 7
.59 FT.; S80'D3'43"W, 10,00
FT. AND N00956'17'W, 439.23
. THENCE N80'03'43"E, 405.97
FT.; THENCE S59'52'44"E, 157.79
FT. TO A POINT ON THE WEST
RIGHT-OF-WAY LINE OF SAID TEC
NOLOGY DRIVE; THENCE SOUTHWESTERLY
ALONG SAID WEST RIGHT-OF-WAY
LINE, FOLLOWING THE ARC OF A 480.00
FT. RADIUS CURVE TO THE LEFT,
AVING A CHORD BEARING AND DISTANCE
OF S29'12'55"W, 90,69 FT.; THEN
E S2347'41"W AND CONTINUING
ALONG SAID WEST RIGHT-OF-WAY
LINE, 49.51 FT TO THE POINT OF
BEGINNING CONTAINING 4.89 ACR
MORE OR LESS. (BEARINGS ARE BASED
ON ARKANSAS STATE PLANE COO
DINATES.)
GENERAL NOTES:
1. 112" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN =__ = ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
CHORD DISTANCES.
5. ERROR OF CLOSURE: EXCEEDS 1:50,000
E-XHIbI r "c'
PLAT OF
L " 0 T b
A -hl� KA NSA S
S--� YS TE
PA _Rv K
BEING PART OF THE W 1 /2 SE 1 /4
SECTION 36, T-2—N, R-14—W
PULASKI COUNTY, ARKANSAS
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
PH 501-374-1666 FAX 501-374-1668
C�
000
III
Job No 'd:, ..:" ,.1