HomeMy WebLinkAboutS-1295 Map 47
TIFICATE_OF OWN
CURVE DATA
CURVE GTH DELTA TANGENT RADIJS
C1 :.56' 35'O6'30" 151.03, 4T,.46`
C2 ' :04' 33'21'15' 143.03' 477.46`
CENTER OF SECTION 36
T-2-N, R-14-W
PULASKI COUNTY, ARK. R2g64 g0 E _
S A 27 0
-_-� 2pg 28
S01'02'12"W /
-- 1021.60' �------- 7i
'2784.80'
�C190.89'08"E
N 137034.98
N 76'08'01 "E E 1175655.90
CDS17'21'59"E 10.00,
LC338.81' N 157032.59
E 1175646.19
jnSEMEN� 1
N29'29'01 "E
68.76'
N68'10'36"E
47.40'
R447.46ft
CDS85'33'19"E
LC172.35'
Y
pKWA
!___
F KA Y PA
-_
CH
�� 17' E
509'56'
1-53
I 25 TO CpRR507.46ft RrcDOIiEMRI NI 210.79'
CDN88'52'18'E s105p 156767.20FT E 1174969.81 *58'11"E 219.2/ N 156W.11LC291.26' .
/
63'
E 1174962.28
S06'59'07"W
I 126.77'
R447.46ft /
DN88'52'18' E
I I LC256.82ft
I 15 1 R563.39' ®Rdi
CDSOS'59'31"ELC321.09' 3 / 0 O000
Zg Z//ThisN72*11'39"E ' 40 22' ,,/, N 157339.18E 1174813.36
y Mai
40.22''39"E NO2'21'S6"E /'/ // c Scale: 1' = 2000'
40.22 E 1174 93?41
N,W�•A00� 498.17' 7s.s7 a 156772.01
56 72ss '/
N 157326.86 t70' / /
E 1174775.06 /
N 156187.41
E 1175831.35
1
E
m.
h°� W
to
-- J
L N
--------
Y
II
I
i
M
ate,
N
i
N 156187.41
E 1175260.61
/
/
/
/
/
/
Scale 1 " = 50 ft
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
L PAUL M. WHITE, HEREBY CERTIFY THAT THIS
f':_AT CORRECTLY REPRESENTS A BOUNDARY
'.JRVEY MADE OR VERIFIED BY ME, ALL
ONUMENTS REQUIRED ACTUALLY EXIST AND
RE CORRECTLY SHOWN HEREON AND THAT ALL
L'RVEYING REQUIREMENTS OF THE LITTLE
OCK SUBDIVISION RULES AND REGULATIONS
AVE BEEN COMPLIED WITH.
D-3/ DO
DATE OF EXECUTION PAUL M. WHITE
REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
^-RTIFICATE OF ENGINEERING ACCURACY
WE. THE UNDERSIGNED, OWNERS OF THE REAL
ESTATE, SHOWN AND DESCRIBED HEREIN, DO
HEREBY CERTIFY THAT WE HAVE LAID OFF,
Pt,ATTED, AND SUBDIVIDED, AND DO HEREBY
L�`Y OFF, PLAT, AND SUBDIVIDE SAID REAL
ESTATE IN ACCORDANC THIS PLAT.
a 3t o
,ATE Of E CUnON DFI . C TIMRFR rn7P
Chenal Club Blv2
Rock, Arkansas
PAGE 233
IVSTRUMENT NO
CERTIFICATE OF FINAL APPROVAL
I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION
THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE
PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN
ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY
ROCK SUBDIVISION RULES AND REGULATION ACCEPTED. THIS CERTIFICATE IS HEREBY
HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID
Ile RULES AND REGULATIONS.
DATE OF E CUnON TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING
ENGINEER NO. 5033, ARKANSAS COMMISSION
RRCISTEIfD
PR#FESSIONAL
INGINEEIR
CERTIFICATE OF RECORDING
X00001717yi�7
THIS DOCUMENT, NUMBER FILED FOR
RECORD 77 - t8 2D IN
PAGE n
GENERP%-WSTALEY, Circuit County Cie* R Recorder
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS
2. ALL EASEMENTS SHOWN - - - = ARE TO BE USED
y0. FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE
I MEASURED TO A POINT OF INTERSECTION
0 OF LOT LINES AND NOT POINTS ON A
C C 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. \,_,v100 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, SWt/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 centertine 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
20.5519 acres more or less.
FINAL PLAT OF TRACT 13
AN ADDITION TO THE CITY OF FI
LITTLE ROCK, ARKANSAS
OCTOBER, 2000 6Y:_
■
PART OF THE NE1 /4, SW1 /4 OF SECTION 36
T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS
--- ----- __"� 5s
nol