HomeMy WebLinkAboutS-0867-KK Map 2LEGAL. DESCRIPTION
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 Easter right-of-way line of Chenal Club Blvd. and the Southerly right-of-way
line of Chenal Parkway; thence S20136'21 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 S5243'14"W, 493.61' to a point on the Southerly right-of-way 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'; thence Southwesterly along the arc of a 427.46' radius curve to the left, having o chord
bearing and distance of S4F38'26"E, 225.2l'; 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 S6535'24"E, 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 1 "W S 8S2'35 9.52'; thence Southerly along the arc of a 295.81' radius curve to the left, having a chord bearing and
distance of S1'46'49"E, 208.95'; thence S2225'12"E, 12.56'; thence Southeasterly along the arc of a 386.75' radius
curve to the left, having a chord bearing and distance of S2T20'13"E, 64.38'; thence S5741'46"W, 378.93';
thence N1'47'24"W, 143.62'; thence N1'48'43"E, 83.03; thence N5'56'08"W, 72.76'; thence N1'48'59"W, 257.79';
to a point on the Southerly right-of-way line of Chenal Club Blvd.; thence N84'58'51"E along said
Southerly right-of-woy line, 83.70' to the point of beginning, containing 7.3355 Acres more or less.
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CURVE LENGTH DELTA TANGENT DIRECTION CHORD
C1
458.76ft
'i ' 64 3 31
256.85ft
N '474"
52 '2 E
435.1 1 ft
C2
283.34ft
34'00'03"
145.98ft
N45'01'51"W
279.20ft
C3
122.02ft
1' 2 5 7' 49
61 .77ft
NOT46 '61E
1 2 1. 7ft
2
C4
68.18ft
09'32'43"
34.17ft
N27*21'15"W
68.1Oft
C5
75.20ft
13*32'11"
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
43.75ft
20'33'45"
22.11ft
N08'19'33"E
43.52ft
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ROJECi LOCATION
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36
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VICINITY MAP
Not to Scok
OF BEARINGS -STATE PLANE SYSTEM
State Plane Coordinates
Point No. Northing E.asting Elevation
1
163173.04
1170456.72
540.10
2
163180.31
1170540.16
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
1170769.98
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
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 REQUIRED ACTUALLY EXIST AND
PLATTED, AND SUBDIVIDED, AND DO HEREBY
ARE
E CORRECTLY SHOWN HEREON AND THAT ALL
LAY OFF PLAT,
LA . AND SUBDIVIDE SAID REAL
SURVEYING REQUIREMENTS OF THE LITTLE
ESTATE IN ACCORDANCE WITH THIS PLAT.
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.. -
3JJ�Q-
A
DATE OF EXECUTION
DATE OF EXECUTION JOE D. WHITE
D.R. GP/ PAGE 233
REGISTERED LAND SURVEYOR
ADDRESS
NO. 534, ARKANSAS
INSTRUMENT NO.
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
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
HAVE BEEN COMPLIED WITH.
ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS
, z ,. /qQ C
REGISTERED PROFESSIONAL
!, -��l�/ -
ENGINEER NO. 5033, ARKANSAS
DATE OF EXECUTION LITTLE 4OCK PLANNING
COMMISSION
CERTIFICATE OF
RECORDING
THIS DOCUMENT, NUMBER
FILED FOR
RECORD , 19 IN
PLAT BOOK
PAGE .
50 0 100
GRAPHIC SCALE IN FEET
Scale: 1" = 50'
4
I '
�� •;cry_ . T,_�
RGN PINS HERE SET AT ALA _GT CORNERS
2. ALL EASEMENTS SHOWN - ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WfTH 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.
5. RADII AT INTERSECTIONS OF STREETS
ARE 25'
6. ERROR OF CLOSURE:O_0732' /10,000'
PLAT OF LOTS A-1 thru A-22,
AND TRACTS A 8( B ALL IN BLOCK '3
CHENAL VALLEY-__-,
An Addition to the City of
v�
Little Rock, Arkansas �-
a.i H �1V
O
BEING PART OF THE SOUTH '12 OF SECTICNI 26, T-2-N, R-14-W,
PULASKI COUNTY, ARKANSAS
U WHITE-DATERS & ASSOCIATES, INC.
a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201