HomeMy WebLinkAboutS-0867-KK Map 1LEGAL DESCRIPTION /
Part of the Si/2, Section 26, T-2—N, R-14—W, Pulaski County, Arkansas, more particularly descrbed 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 S20'36'21 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 he right, having
a chord bearing and distance of S5743'14"W, 493.61' to a point on the Southerly right—of—way Ine of said
Chenal Club Blvd. and the point of beginning; thence Northeasterly along said Southerly right—of—way line of
Chenal Club Blvd. beingthe arc of o 464.26' radius curve to the left having f /
g a chord bearing and distance o
N72'01'51"E, 208.65'; thence Southwesterly along the arc of a 427.46' radius curve to the left, hoving a chord /
bearing and distance of S4638'26"E, 225.21% thence S61'55'36"E, 90.0% thence Northeasterly alorg 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 arc f a 136.65' radius curve to the left having a chord bearing and distance of S21'34'37"W, 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 o' 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 N1'47'24W, 143.62% thence N1'48'43"E, 83.03% thence N5'56'08"W, 72.76; thence N1'48'5rW, 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—way line, 83.70' to the point of beginning, containing 7.3355 Acres more or less.
/ G
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CNENA` CLDB g�VD �
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
NO7"46'16"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
NO8'19'33"E
43.52ft
t
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.
DATE OF EXECUTION
} ' DATE OF EXECUTION JOE D. WHITE
D.R. PAGE
REGISTERED LAND SURVEYOR
ADDRESS
7- NO. 534, ARKANSAS
' �•,; ,. � �,
INSTRUMENT N0,
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.
N1 �36 46 S643,5
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7 117.62' ,tip 1 0 I ev 19' Eo
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7738' 1`buildi`line
N)5.25,54" 95.07,
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83.7'
N84'58'51"E � \
TRAC E 41
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96
�32'
EITT1.E ROCK
&Tt!(I C 4PAI. UVATas WORKS
PLANS APPROVED ----
EASEMENT APPROVED
EASEMENT REQUIRED
DATE
BY L
No-Cn.: h � is r'e�tl r be�c'�zuse�
,p Nnrust �loc(clrlc� lv� ar
k�hi� n�,va•
2'25'12"E 12.56'
\2T20'13"E 6,38'
386.75'R
fta sa. *V. Nm to
i I
I ! I
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1 23 1 44 1
I I I
I ! I
I 1 I
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26 25
N ar"a cwe PROJECT LOCATION
I
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35 36
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VICINITY MAP
Not to Scale
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD , 19 IN PLAT BOOK
PAGE .
50 O 100
GRAPHIC SCALE IN FEET
Scale: 1" = 50'
GENERAL NOTES;
1. IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN —ARE TO BE USED
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
n MEASURED TO A POINT OF INTERSECTION
A�DIfIOAIAL EASErftENTS (�rquj/( OF LOT LINES AND NOT POINTS ON A
BY AP6 L aSnSl�a�ti. CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE
�L CHORPS.
Z3- l 5. RADII AT INTERSECTIONS OF STREETS
ARE 25'
6. ERROR OF CLOSURE:----_ /10,000'
7. PAGIS MARKERS WERE SET AS SHOWN.
SWBY 00.
v. 1 Easaral,t Appmved
Eam-,eot ,Required — —�
Date a
AJo
ilyr* tN 15A5e111144, 3 �t of m,. Ze/-s
PLAT OF LOTS A-1 thru A-22,
AND TRACTS A, B & C, ALL IN BLOCK 13
CHENAL VALLEY ------
An Addition to the City of
Little Rock, Arkansas
3
BEING PART OF THE SOUTHERN 1/2 SECTION 26, T-2—N, R-14—W,
PULASKI COUNTY, ARKANSAS
Lff"j WHITE-DATERS & ASSOCIATES, INC.
19 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
13 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201