HomeMy WebLinkAboutS-1073-I Map 1e6��at(-gc,
LEGAL DESCRIPTION
A TRACT OF LAND LOCATED IN THE S1/2 OF SECTION 36, T-2-N, R-14-W,
PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS:
BEGINNING AT THE NORTHEAST CORNER OF LOT 6, ARKANSAS SYSTEMS OFFICE
PARK (PLAT BOOK F, PAGE 212), SAID CORNER LYING ON THE WEST RIGHT-
OF-WAY LINE OF TECHNOLOGY DRIVE; THENCE N5T52'44"W ALONG THE
NORTH LINE OF SAID LOT 6, 157.79 FT.; THENCE S80'03'43"W, AND
CONTINUING ALONG SAID NORTH LINE, 405.97 FT. TO A POINT ON THE EAST
RIGHT-OF-WAY LINE OF CHENAL PARKWAY; THENCE N09'56'17"W ALONG
SAID EAST RIGHT-OF-WAY LINE 101.92 FT.; THENCE N80'03'49"E,
249.52 FT.; THENCE N3907'47"E, 380.13 FT.; THENCE N59'52'13"W,
35.00 FT.; THENCE N3907'47"E, 107.50 FT. TO A POINT ON THE SOUTH
RIGHT-OF-WAY LINE OF SYSTEMS DRIVE; THENCE SOUTHEASTERLY ALONG SAID
SOUTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 924.93 FT. RADIUS CURVE
TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S63'57'49"E, 49.41
FT.; THENCE S62'25'59'E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-
WAY LINE, 260.33 FT.; THENCE SOUTHEASTERLY AND CONTINUING ALONG
SAID SOUTH RIGHT-OF-WAY I INE, BEING THE ARC OF A 507.46 FT. RADIUS
CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S64'42'39"E,
40.34 FT.; THENCE SOUTHEASTERLY AND CONTINUING ALONG SAID SOUTH
RIGHT-OF-WAY LINE, BEING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE
RIGHT, A CHORD BEARING AND DISTANCE OF S2457'11"E, 33.48 FT. TO
". POINT ON THE SAID WEST RICHT-OF-WAY LINE OF TECHNIOL OCY DRIVE;
THENCE S1704'57"W ALONG SAID WEST RIGHT-OF-WAY LINE, 83.21 FT.;
THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY
LINE, BEING THE ARC OF A 420.00 FT. RADIUS CURVE TO THE RIGHT, A
CHORD BEARING AND DISTANCE OF S26'41'27"W, 140.21 FT.; THENCE
S36'17'55"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE,
230.69 FT.; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID WEST
RIGHT-OF-WAY LINE, BEING THE ARC OF A 480.00 FT. RADIUS CURVE TO
THE LEFT, A CHORD BEARING AND DISTANCE OF S35727'53'W, 14.01 FT.
TO THE POINT OF BEGINNING, CONTAINING 209,813 SO. FT. OR 4.8166
ACRES MORE OR LESS.
PAGIS Marker
111 1007 azm. mk.
I
I
I\ R.000MMY w *cWW ft o FM Cowww* I
Ivar 1050151 0006 F Nor. a i�
1
YR
I
A,R:'==' :".1 E P'' .E COORDINATES
NORM ZONE
N 156590.70
E 1176407.12
N 166669.67
E 1176270.65
N 15651111.411
E 1175870.77
N 156700.20
E 1175853.18
N 136743.26
E 1176068.96
N 157072.03
N 157089.60
E 1176289.77
E 1176256.50
K 157182.58
E 1176313.46
N 1571 WAS
E 117=7.86
N 157040.41
E 1176688.63
N 157023.16
E 11761525.11
N 156602.841
E 1176639.23
N 136993.5
E 1176614.79
N 156788.02
E 1176551.81
N 156602.10
E 1176415.25
LOT 4
(unrecorded)
0 50
Scale 1" -- 50 - t
150
LOT 2
ARK4NSAS SYSTEMS OFFICE PARK
(Plat Bk. E, pg. 887)
LOT 3
\ (unrecorded)
260 S S9" \
V
NSDS64 42 39" E
•00,A Drainage do Utility Easement LC40.34'
257
a�
\R25.CDS24 507' 1 .1" E
, . ,,
0' 03' 49
249.52 e'
o�
o`
t
/ 4 to^# 98 p4 2
S80 03' 43 W
405.97
LOT 6
ARK4NSAS SYSTEMS OFFICE PARR"
!Plat Bk. F, pg. 212)
Al d
o
a
R924.93'
CDS63057'49" E
LC49.41'
LOT 5
/ 3
/)
'y
R4/
CDS26'4141,27"
LC 140.21
/
Iti0
oe
S9S
° A'tz
��f0�7AL LP►1
000VjATE I,r
i% AR�Ag
REGISTERED
PROFESSIONAL
ENGINEER
�i N0.5033 0
\ )�; F 00"'Ova
LOT 9
ARK4NSAS SYSTEMS OFFICE PARK
(Plat Bk. F. pg. 204)
point of 66ginniny ® % '�- - -�'• __._�� �:._d` --,jai- w ._ s.,.�:�,..:�._� .._.,-._ _ .-
80.00'
CDS3 27'53"W
LC 14.01 '
LOT 8
ARKANSAS SYSTEMS OFFICE PARK
(Plat Bk. E, pg. 910)
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY
ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT.
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
Z�J U V, A Z DATE OF EXECUTION ��6Gf't-Qr
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS DATe OF EXECUTION ` 4
DATE OF EXECUTION 425 W auk S . �'4"
D.R. PAGE L1 C.�,
INSTRUMENT NO. "� 5 - 531 2
CERTIFICATE QF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL
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
PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
11 ac
IV6 2d
DATE OF EXECUTION TIMOTHY E. DATERS /
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
CERTIFICATE OF •:a
THIS DOCUMENT, N BERckLQC63N9 FILED FOR
•"8 /�� it i'Yr�� :ee
CARO�LYNSTA%1L1EY, 1(C/.i"rmd Gowtv r1ork R Qamm-w- ..•''s C!
R
d
GENERAL NOTES: • "'
1. 1 /2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN -_-- ARE TO BE USEDQ�J,�yp
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
FLAT OF
L T 5
APKA1�rSAS SYSTE_11S
OFFICE
P.-4 R K
BEING PART OF THE S1/2 FINAL PLAT
OF SECTION 36, T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
NOVEMBER, 2000
W JL7L(L 1l llL-ll A it lLLlL6Ll1 & A=VlitL1L L T= LLIV (Ce
CIVIL ENGINEERING, LAND PLANNING 6c DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
PH. 501-374-1666 FAX 501-374-1668
Si ne
BY:
DATE:
/c 7 3
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Job # 00-0649