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ARKANSAS STATE PLANE COORDINATES
1
N
159056,32
E
1175042.94
2
N
159284,26
E
1174902,49
3
N
159312.39
E
1174892.05
4
N
159354.93
E
1175049.84
5
N
159402.53
E
1175324.81
6
N
159422.23
E
1175321.40
7
N
159450.66
E
1175485.59
8
N
159432.38
E
1175488.75
9
N
159354.49
E
1175518.23
10
N
159159.13
E
1175638,62
11
N
159153,88
E
1175630.11
12
N
158789.26
E
1175854.80
13
N
158560.43
E
1175515.98
14
N
158945.05
E
1175291.25
15
N
156939.79
E
1175282,73
16
N
159131.34
E
1175164.67
\ 1,
\ Lot 3
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� -URVE
LENGTH
DELTA TANGENT
..- RADIUS
Cl
95.23'
21'49'34• 48.20•
250.00'
C2
562.34'
180'00'00'
179.00'
C3
95.21'
21'49'18' 48.19'
250.00'
V Il.11Vli t m/1r
N.T.S.
1g0,5A A8 \
89.59'46 \S
a�
aN
32
TEMPORARY CONSTRUCTION EASEMENT
A 50 FT, MnOi TEMPORARY CONSTRUCTION EASEMENT LOCATED IN SECTION
36, T-2 N. I' - t 4-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY
DESCRIBED A:�
i7Ari !'GAT THE CENTER OF SAID SECTION 36; THENCE S00'48'59"W
ALnNG THE EAST LINE OF THE SW1/4, SAID SECTION 36, 1021.60 Ff. TO
THE �= -^:iFNkl PPRKWAY� tHENCF NORT}'NME'�TFRI Y-AIOAK: SAID
CEN1ERLlgE.-c+Nl; THE ARC OF A 266479 Fl. RADIUS CLn.t lu iris
LEFT. A (}iuR. BEARING AND DISTANCE OF N2752'2g'W, 87362 FT
THENCE AND CONTINUING ALONG SAID CENTERLINE.
1186.22 FT 'HENCE N5B21'21"E, 325.51 F1.; THENCE
N31'38'2',fw,t57.73 FT. TO THE PONT OF BEGINNING; THENCE
N20'2t'2ffW. '.ii.00 FT. TO A POINT ON THE PROPOSED SOUTH RIGHT-
0E-WAr 11NE ;* RAHUNG ROAD; THENCE NORTHEASTERLY ALONG SAID
PROPOSEb St ;tH RIGHT-OF-WAY LMIE, BEING THE ARC OF A 889.92 FT.
RADIUS CURV4 TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N71'15'19"E. 5QHORD ,1.02 FT.; THENCE S2921'26"E, 30.05 FT.; THENCE
SOUTHWEgTERI'i ALONG THE ARC OF A 859.92 FT. RADIUS CURVE TO THE
LEFT, A BEARING AND DISTANCE OF S71'18'347W. 50.02 FT. TO
THE POINt OF
k
Center of Section 36
T-2-N, R-14-W
R286
CDN22"
LC8_
Off/
89•59'46.
114 \ \
\ A
yew
MAReVR \"
fs
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pN \ \
09° 49' 16"E
18.54
R220.00'
CDS20°43'55"E
LC83.28'
ul
CERTIFICATE
OF SURVEYING ACCURACY
Q,ISTER I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
�Q, F6 PLAT CORRECTLY REPRESENTS A BOUNDARY
STATE OP+. SURVEY MADE OR VERIFIED BY ME, ALL
ARKANSAS � MONUMENTS REQUIRED ACTUALLY EXIST AND
.12a1 � ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS OF THE LITTLE
" ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
�'AL LANs.•
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
N0. 1281, ARKANSAS
of
Ag"AsAs N
�tti1ST�Re�
�R�l�881�HAL
><N�IN�lR
tk0.5033 �''
k F OP'irr
LEGAL DESCRIPTION
-'
PART OF SECTION 36, T-2-N, i''-i4-H', Pl,'�_ASK, ARKANSAS MORE
PARTICULARLY DESCRIBED AS:
STARTING AT THE CENTER Of SAID SECTION 36, THENCE S00'48'59"W
ALONG THE EAST LINE OF THE SW1/4, SAID SECTION 36, 1021.60 fI. TO
THE CENTERLINE OF CHENAL PARKWAY; THENCE NORTHWESTERLY ALONG SAID
CENTERLINE, BEING THE ARC OF A 2864.79 FT. RADIUS CURVE TO THE
LEFT, A CHORD BEARING AND DISTANCE OF N22'52'287W, 873.62 FT.;
R199,00'
THENCE N31'38'39"W AND CONTINUING ALONG SAID CENTERLINE, 1186.22
C D S 58 ° 21' 12" W
FT.; THENCE N58.21'21"E, 325.51 FT. TO THE POINT Of BEGINNING;
LC398.00'
THENCE N31'38'22"W, 267.73 FT.; THENCE N20'21'26"W, 30.00 FT.
TO A POINT ON THE PROPOSED SOUTH RIGHT-OF-WAY LINE OF RAHLING ROAD;
THENCE EASTERLY ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY LINE, BEING
THE ARC OF A 889.92 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING
AND DISTANCE OF N7454'39"E, 163.42 FT.; THENCE N80'10'44"E AND
CONTINUING ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY LINE, 279.06 FT.;
THENCE N09'49'16"W AND CONTINUING ALONG SAID PROPOSED SOUTH
RIGHT -Of -WAY LINE, 20.00 FT.; THENCE N80'10'44"E AND CONTINUING
ALONG SAID PROPOSED SOUTH RIGHT-OF-WAY LINE, 166.63 FT.; THENCE
S09'49'16"E, 18.54 FT,; THENCE SOUTHEASTERLY ALONG THE ARC Of A
220.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE
OF S20'43'55'E, 83.28 FT.; THENCE S31'38'33"E, 229.48 FT.;
THENCE S5$21'21"W, 10.00 FT.; THENCE S31'38'33"E, 428.30 FI.;
THENCE SOUTHWESTERLY ALONG THE ARC OF A 199.00 FT. RADIUS CURVE TO
THE RIGHT, A CHORD BEARING AND DISTANCE OF S5621'12"W, 398.00 ft.;
THENCE N31'38'53"W, 428.31 FT.; THENCE S5921'21"W, 10.00
FT.; THENCE N31'38'53"W, 225.00 FT.; THENCE S5921'21"W, 143.00
FT. TO THE POINT OF BEGINNING, CONTAINING 10.1828 ACRES MORE OR
LESS.
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 THIS PLAT.
DATE OF EXECUTION
D.R. 621 PAGE
;
TIC TIMBER CORPOR
CHENAL CLUB
LITTLE ROCK, AR 72211
ADDRESS
233ok
INSTRUMENT N0.
CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL
t, 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 WITH. EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
r)
DATE OF EXECUTION TIMOTHY E. DATERS r
REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
CERTIFICATE
QOE.
�RECORDING 1
THIS DOC E T, NUMBER ,FILED FOR
RECORD 19Gg IN PLAT BOOK
PAGE
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
,`. 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
6. TRACTS B AND C TO BE USED AS
LANDSCAPED BUFFER AREAS.
and
TRA C TS
PLAT OF
LOTS l 2 and
A, ti. a C
The VILLAGE at RAi-iLI,�'C ROAD
LITTLE POCK, ARKA:ti SAS
BEING PART OF SECTION 36,
T-2-N, R-14-W,
PULASKI COUNTY, ARKANSAS
AUGUST, 1998
W 1f7111 ii 11L-DA & ALiy1LJ/M Il lGtyy 1Ll V lLo
CIVIL ENGINEERING, LAND PLANNING &DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
/r lYr
FINAL PLAT
41�n
BY:
DATE: c
Job
No. 98-0390