Z-5588 Map 2LtUAL Utt)UNIPIIUN
Part of the S1/2, Section 26, T -2-N, R -14-W, Pulaski County, Arkansas, more particularly described as:
Starting at the intersection of the Easterly right-of-way line of Chenal Club Blvd. and the Southerly right-of-way
line of Chenal Parkway; thence 520'36'21 W along said Easterly right-of-way line, 153.54'; thence Southwesterly
and continuing along said Easterly right-of-way line, being the arc of a 464.26' radius curve to the right, having
a chord bearing and distance of S5743'14"W, 493.61' to a point on the Southerly right-of-woy line of said
Chenal Club Blvd, and the point of beginning; thence Northeasterly along said Southerly right-of-way line of
Chenal Club Blvd. being the arc of a 464.26' radius curve to the left, having a chord bearing and distance of
N72 -01-51-E.
208.65'; 65 • thence Southwesterly wester)along
the arc of
a 427 46' radius us curve to the left, e t having
a chord
bearing and distance of S46'38'26"E, 225.21'; thence S61'55'38"E, 90.0'; thence Northeasterly along the arc
of a 25' radius curve to the left, having a chord bearing and distance of N71'15'25"E, 36.46'; thence S6535'247E, 45.0';
thence Southwesterly along the arcd a 136.65' radius curve to the left having a chord bearing and distance of S21'34'37"W, 13.01';
thence 518'52'35"W, 9.52'; thence Southerly along the orc of a 295.81' radius curve to the left, having a chord bearing and
distance of S1'46'49"E, 208.95'; thence S2725'12"E, 12.56'; thence Southeasterly along the arc of a 386.75' radius
curve to the left, having a chord bearing and distance of S2720'13"E, 64.38'; thence S57'41'46"W, 378.93';
thence N1'47'24"W, 143.62'; thence N1'48'43"E, 83.03'; thence N956'08"W, 72.76'; thence N1'48'59"W, 257.79';
to a point on the Southerly right-of-woy line of Chenal Club Blvd.; thence N84'58'51"E along said
Southerly right-of-way line, 83.70' to the point of beginning, containing 7.3355 Acres more or less.
c
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CURVE LENGTH DFI TA TANRFNT nIPFr Tjnni rwnan
C 1
458.76ft
64' 13'31"
256.85ft
N52'47'24" E
435.1 -1ft
C2
283.34ft
34'00'03"
145,98ft
N45'01'51"W
279.20ft
C3
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22 02 t
21'"
5 7'4 9
61.77f t
NOT4 '1
6 6 E
1 7
21. .f
2 t
C4
68.18f t
09'3 '4 "
2 3
34.17ft
N27'21'15"W
68.tOft
C5
75.20ft
13'32' 1 1"
37.78ft
N61'32'57" E
75.03ft
C6
64.34ft
49'09'20"
34.30ft
N79'21'31"E
62.39ft
C7
154.40ft
74'06'30"
90.13ft
N39'00'34"W
143.86ft
C8 I
43.75ft
2933'45"
22.1tft
NOB* 19'33"E
43.52ft
C
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01 N84'58'51"E 83.7' \�6�
C) TRACT
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0
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
I, JOE D 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 S RE
QUIRED
ACTUALLY L EXIST
AND PLATTED, AND
SUBDIVIDED, AND DO HEREBY
ARE C
ORREC
TLYH
S OWN 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—,- 3/25J94-
e •,C,l i'f' ��'b, �'Y3/ �`� /` f` �% DATE OF EXECUTION 7C FAR dT/M gyp/
to
..... ,
.GF
'y. DATE OF EXECUTIONJ D. WHITE D.R. (,Z/ PAGE 133
'
.53 ' REGISTERED LAND SURVEYOR ADDRESS
NO. 534, ARKANSAS
INSTRUMENT NO.
CERTIFICATE OF ENGINEERING ACCURACY
r�
N. CERTIFICATE OF FINAL APPROVAL
ON I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION
PLAN MADE BY ME, AND THAT THE RULES AND REGULATIONS, AND ALL OF THE
ENGINEERING REQUIREMENTS OF THE LITTLE CONDITIONS OF APPROVAL HAVING BEEN
ROCK SUBDIVISION RULES AND REGULATIONS COMPLETED, THIS DOCUMENT IS HEREBY
-a f HAVE BEEN COMPLIED WITH. ACCEPTED. THIS CERTIFICATE IS HEREBY
AIt1l1S5,1 EXECUTED UNDER THE AUTHORITY OF SAID
I -- ,N'-1 ✓ t 14 �! /` RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS
PH 0 4' tl N `11' REGISTERED PROFESSIONAL
�• t EER ENGINEER N0. 5033, ARKANSAS
� w DATE OF EXECUTION LITTLE OCK PLANNING
i 5033 COMMISSION
E. CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD , 19 IN PLAT BOOK }
PAGE
a50 0 - 100
GRAPHIC SCALE IN FEET
Scale: i" = 50'
GENERAL NOTES:
1. IRON PINS WERE SET AT ALL LOT CORNERS
«..• swu e.. io
Z. ALL EASEMENTS SHOWN --ARE TO BE USED
x.,. 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
CHORDS.
I 23
I 24 5. RADII AT INTERSECTIONS OF STREETS
ARE 25' }
6. ERROR OF CLOSURE:O_0732 X10,000'
I
I 26 25
N I K
I e� �O � ROJECT LOCATION
35 i 36
PLAT OF LOTS A-1 thru A-22,
VICINITY MAP AND TRACTS A, B ALL IN BLOCK .3
Not to Scale
CHENAL VALLEY
BASIS OF BEARINGS -STATE PLANE SYSTEM
State Plane Coordinates
Point No. Northing Easting Elevation
1
163173.04
1170456.72
540.10
2
163180.31
1:70540.16
542.78
3
163244.68
1170738.64
552.62
4
163090.06
1170902.38
543.83
5
163047.71
1170981.79
541.74
6
163059.43
1171016.32
540.98
7
163040.83
1171057.28
539.17
8
163028.74
1171052.50
539.24
9
163019.72
1171049.42
539.90
10
162810.87
1171055.91
536.30
11
162799.27
1171060.70
535.98
12
162742.07
1171090.27
533.11
13
162539.57
11.70769.98
528.69
14
162616.40
1170474.34
535.28
15
162759.96
1170469.85
536.10
16
162842.95
1170472.48
536.95
17
162915.33
1170464.95
536.36
An Addition to the City or
Little Rock, Arkansas/#A'�PL4r
As Sj}
BEING PART OF THE SOUTH '12 OF SECTION 26, T -2-.N, R -14-W,
PULASKI COUNTY, ARKANSAS
WHITE-DATERS & ASSOCIATES, INC.
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201