HomeMy WebLinkAboutS-0867-KK Map 3941
l' 4'4 LEGAL DESCRIPTION
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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 Eosterll 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 S5743'14"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
N'7701'51"E, 208.65'; thence Southwesterly along the arc of a 427.46' radius curve to the left, having a chord
bearing and distance of S46'38'26"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 S65'35'24"E, 45.0;
thence Southwesterly along the arcd a 136.65' radius curve to the left having a chord bearing and distance of S21'34'37W, 13.01%
thence S18'52'35"W, 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 S2725'12"E, 12.56% thence Southeasterly along the arc of a 386,75' radius j
curve to the left, having a chord bearing and distance of S27'20'13"E, 64.38% thence S5741'46"W, 378.93';
thence N1'47'24W, 143.62% thence N1'48'4SE, 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 Chenol Club Blvd.; thence N8458'51"E along said
Southerly right-of-way line, 83.70' to the point of beginning, containing 7.3355 Acres more or less.
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305.46•
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OF4 A/C,
CURVE LENGTH DELTA TANGENT DIRECTION CHORD
C1
458.76ft
64-13'31"
256.85ft
N52'47'24"E
435.11ft
C2
283.34ft
34'00'03"
145.98ft
N45'01'51"W
279.20ft
C3
122.02ft
21'57'49"
61.77ft
N0746'16"E
121.27ft
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
I54.40ft
74'06'30"
90.13ft
N39'00'34"W
143.86ft
C8
43.75ft
20'33'45"
22.11ft
1
N08 9 33 E
3. f
4 52 t
O£
21'34'37"W 13.01'(chord) 159.15'R
8'52'35"W 9.52'
25'12'E 12.56'
'20'13"E 64.38'
386.75'R
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LAND .�
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CERTIFICATE OF OWNER
CERTIFICATE OF SURVEYING ACCURACY
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 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., 312rf qQ '
DATE OF EXECUTION [61 TIC dT/M fit1AC.
DATE OF EXECUTION JOE D WHITE D.R• G17 PAGE 233
REGISTERED LAND SURVEYOR
NO. 534, ARKANSAS
INSTRUMENT NO
CERTIFICATE OF ENGINEERING ACCURACY
ADDRESS
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
.uytKi
/) EXECUTED UNDER THE AUTHORITY OF SAID
_j�,}"�+-1 RULES AND REGULATIONS,
DATE OF EXECUTION TIMOTHY E. DATERS 4 �/ q -- /
REGISTERED PROFESSIONAL`'^°
ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE OCK PLANNING
COMMISSION
CERTI C,�4T�Q,F RRE-CORDING
THIS DOCUMENT, NUMBER tiiy---,FILED FOR
RECORD' _ , 199-1 , IN PLAT BOOK
PAGE 13'_! .
r^
50 0 100
a
GRAPHIC SCALE IN FEET
Scale: 1" = 50'
GENERAL NOTES:
T. TRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN -ARE TO BE USED
M,.,, sift e,y, f,, to
_~
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.
1
4. DISTANCES SHOWN ALONG CURVES ARE
CHORDS.
23
44
5. RADII AT INTERSECTIONS OF STREETS
I
ARE 25'
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I
6. ERROR OF CLOSURE:O_G732 . /10,000'
I
1 26
I
1 25
I
1
Nchow
I
c'O
PROJECT LOCATION
I
I
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1
°rW
I
I
i
I
35
1 36
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I
I
I
I
BASIS OF BEARINGS -STATE PLANE SYSTEM
State Plane Coordinates
Point No. Northing Easting 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
162016.40
1170474.34
535.28
15
162.759.96
1170469.85
536.10
16
162842.95
1170472.48
536.95
17
162915.33
1170464,95
536.36
VICINITY MAP
Not to Scale
PLAT OF LOTS A-1 thru A-22,
AND TRACTS A 5 B ALL IN BLOCK i3
CHENAL VALLEY
An Addition to the City of
Little Rock, Arkansas
BEING PART OF THE SOUTH 112 OF SECTION 26, T--2--N, 13-14--Vd,
PULASKI COUNTY, ARKANSAS
U WHITE-DATERS & ASSOCIATES,- IMC.
I CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
[� 401 VICTORY STREET LITTITE ROCK, ARKANSAS - 2201
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1
94 2(i.::i *!-`9
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