HomeMy WebLinkAboutS-0867-AAAA MapCENTER OF SECTION 36
T-2-N R-14-W
CURVE DATA
CURVE LENGTH DELTA TANGENT RADIUS
C1 292.56' 35'06 30" 151.03' 477.46'
C2 477 46'
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N 156187.41
E 1175831.35
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/ 79.67 N 156772.01 / CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
E 1174772.85 / 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
N 156187.41
E 1175260.61
CERTIFICATE OF SURVEYING ACCURACY
I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS
PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME, ALL
MONUMENTS REQUIRED ACTUALLY EXIST AND
ARE CORRECTLY SHOWN HEREON AND THAT ALL
SURVEYING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
••� STATGO. �%••••`'%1
•ISTER
•' ARKANSAS •••
e NO. 1281
O' O SIGNATU2 s
•• ��, % 5� M •'•
Oki
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION TIMOTHY E. DATERS
TE OF OWNER
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 WITH THIS PLAT.
DATE OF EXECUTION DELTIC TIMBER CORPORATION
# 7 Chenal Club Blvd.
Little Rock, Arkansas
D.R. 621 PAGE 233
INSTRUMENT NO,
RTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN
COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS,
REGISTERED PROFESSIONALLITTLE
00d��'Ip f4V& ENGINEERNO. 033,K PLANNING
ARKANSAS DATE OF EXECUTION COMMISSION
AkASN
ail wsirERE®
PROFESSIONAL
ENGINEER !t
A &
N0.5033 CERTIFICATE OF RECORDING
0'
E,�,O,d'y� THIS DOCUMENT, NUMBER FILED FOR
RECORD , 19 IN PLAT BOOK .
PAGE
GENERAL NOTES:
1. 1/2" 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
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: EXCEEDS1:50.000
6. THE FRONT, SIDE, AND REAR YARD SETBACKS SHALL
PAGIS
Marker NOT BE LESS THAN TWENTY-FIVE (25) FEET.
_. # 1007 7. \_,�100 YEAR FLOOD PLAIN ELEVATION
Legal Description
A tract of land in Section 36, T-2-N, R-14-W, Pulaski County,
Arkansas being more particularly described as follows:
Starting at the center of said Section 36, thence S01'02'12"W
along the Easterly line of the NE1/4, SW1/4 said Section 36,
1021.60 ft. to a point on the centerline of Chenal Parkway, thence
Southeasterly along said centerline, being the arc of a 2864.80 ft.
radius curve to the right, having a chord bearing and distance of
S12'01'17"E, 208.28 ft. to the point of tangency of said curve;
thence S80'03'43"W, 80.00 ft. to a point on the Westerly
right-of-way line of Chenal Parkway and the point of beginning of
the tract of land herein described: thence S09'56'17"E along said
Westerly right-of-way line, 203.60 ft.; thence N80'03'43"E and
continuing along said Westerly right-of-way line, 20.0 ft.; thence
S09'56'17"E and continuing along said Westerly right-of-way line,
470.77 ft.; thence due West 570.74 ft. to the centerline of AP&L
Transmission Easement; thence N39'35'38"W, along said centerline,
468.10 ft.; thence N01'58'11"E, 219.22 ft.; thence N88'36'08"W,
197.02 ft.; thence NO2'21'56"E, 498.17 ft.; thence N17'48'21"W,
60.00 ft.; thence N72'11'39"E, 40.22 ft.; thence along the arc of
a 507.46 ft. radius curve to the right having a chord bearing and
distance of N88'52'18"E, 291.26 ft.; thence S74'27'04"E,
198.07 ft.; thence along the arc of a 447.46 ft. radius curve to
the left, having a chord bearing and distance of S85'33'19"E,
172.35 ft.; thence N68'10'36"E, 47.40 ft.; thence N29'29'01"E,
68.76 ft. to a point on the Westerly right-of-way line of Chenal
Parkway, thence Southerly along said Westerly right-of-way line
being the arc of a 2774.80 ft. radius curve to the right a chord
bearing and distance of S17'21'59"E, 338.81 ft.; thence
N76'08'01"E and continuing along said Westerly right-of-way line
10.0 ft.; thence Southerly and continuing along said Westerly
right-of-way line, being the arc of a 2784.80 ft. radius curve to
the right, having a chord bearing and distance of S11'54'08"E,
190.89 ft. to the point of beginning, containing 895,242 sq. ft. or
20.55 acres more or less.
FINAL vLar or .a>.. 13
CHEIVAL VALLEY
GMA C CE:'�'TEP
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
PART OF THE NE1/4, SW1/4 OF SECTION 36
T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS