HomeMy WebLinkAboutS-0285-W Map 2f,
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STATE PLANE COORDINATES
2 I74539.6576 1171`002.9310
9 /75286,5993 If171043.6345
4 IT75287.0202 1 IT 71033.6434
5 176308,9908 IF171034.7317
8 IT75263.8761 1172045.003E
7 176161.2259 1172112.9807
8 175103.0488 1172148.743E
9 174726.6252 0171933.1433
to 174421,997E 111'71900.1116
t1 174339.7690 1/79887.6308
12 173923.8073 1171808.3961
13 173788,06499 1171790.0913
14 173513.0487 1171778.4084
16 173512.1937 IF171798.3901
16 173279.341E 1171760.7168
17 173222.7419 1IF7/744,5620
18 173174.6611 1I71768.0961
19 073196.9646 1171712.6463
20 173233.1342 1171600.5366
21 173260.2689 1171661.3673
22 173308.8295 1171664.6568
23 IT73516.5129 1171898.5816
24 /73616,6578 1f7f718,6833
26 173788.87,80 1r7t730.2463
26 If73935.3640 1171747,6080
27 174351.3167 1171828.8437
28 174428.5413 1171840.5661
29 174614.8524 1If71860.8188
30 174623.BZB7 1171479.8299
31 t74607.9244 1171387.0452
33 174541.8791 1171117,5164
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10' ROW DEDICATION
By INSTRUMENT NO.
94-51643
S8732'42"E to I f.20' O
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114.15' SEVER EASEUENT
IN8BS6'42' E INST. N0. 9/-5I136
10.0'
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N. ROW LINE
H/W NO. 10
AS OF THIS PLAT
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AREA OF 100 YEAR FLOOD
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-AREA OF 100 YEAR
N88'37' 13" W 381. 10,
N06' 12'39"E
187.21' '
28
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N15-55'48"E 22
R=40.0' 48.42'
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IS
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20.00'
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235.88'
R=1004.93'
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S i 5%55'48" W
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20 Ngz.O 0 17 R=40.0'
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Part of the E 1/2 of Section 14, lying North of Arkansas State
Highway No. 10, T-2-N, R-14-W, Pulaski County, Arkansas, more
particularly described as: Starting at the intersection of the
North right-of-way line of Arkansas State Highway No. 10 and the
West line of the E 1/2 of said Section 14; thence NO3'07'09"E
along said West line, 1054.44 fi.; thence NB8'66'42"E, 10.0 ft.
to the point of beginning; thence NO3'07'09"E, 748.05 ft, to a
point; thence N8735' 15' W, 10.0 ft. to a point on the said West
line; thence NO3'07'09"E along said West line, 20.02 ft.; thence
S87'34'42"E, 1011.20 ft.; thence S31.09'12"E, 131.40 ft.,
thence S3635'14"E, 60.0 ft.; thence Southwesterly along the arc
of a 542.96 ft. radius curve to the left, having a chord bearing
and distance of S29'43'49"W, 434.75 ft.; thence S06'12'39"W,
305.32 ft.; thence Southwesterly along the arc of a 984.93 ft.
radius curve to the right, having a chord bearing and distance of
S08'37'5O"W, 83.17 ft. thence S11'03'02'W, 423.82 ft.; thence
southerly along the arc of a 924.93 ft. radius curve to the left,
having a chord bearing and distance of S06'45'02'W, 138.70 ft.;
thence S0227'01"W, 273.27 ft.; thence S8732159'E, 20.0 ft.;
thence southerly along the arc of a 1004.93 ft, radius curve to the
right, having a chord bearing and distance of S09' 1 1'25" W, 236.88
ft.; thence S1555'48"W, 58.86 ft. !hence along the arc of a 40
ft. radius curve to the left, a chord bearing and distance of
S'26'04'29"E, 53.54 ft. to a point on the North right-of-way line
of Arkansas State Ilighway No. to; thence along said North
right-of-way line N68'04'46"W, 59.77 ft.; thence continuing along
said North right-of-way line, N72'07'08"W, 117.80 ft.; thence
northeasterly along the are of a 40 ft. radius curve to the left,
having a chord bearing and distance of N61'54'20"E, 57.62 ft.:
thence N1555'48"E, 48.42 ft.; thence northerly along the arc of
a 904.93 ft. radius curve to the left, having a chord bearing and
distance of NO;f l l'25'E, 212.41 ft.; thence S87'32'59"E, 20.0
ft.; thence N0227'01"E, 273.27 ft.; thence northerly along the
are of a 984,93 ft. radius curve to the right, having a chord
bearing and distance of S0645'02"E, 147.70 ft.; thence
NI1'03'02'E, 423.82 ft.; thence northerly along the arc of a
924.93 ft. radius curve to the left, having a chord bearing and
distance of N08.37'5O"E, 78.11 ft.; thence N06'12'39"E, 187.21
ft.; thence N88'37'13"W, 381.10 ft.; thence southwesterly along
the arc of a 348.31 ft. radius curve to the left, having a chord
bearing and distance of S81'58'24"W, 113.90 ft.; thence
S72'35'09"W, 176.58 ft.; thence Southwesterly along the arc of a
288.31 ft. radius curve to the right, having a chord bearing and
distance of S80.45'01"W, 82.11 It.; thence S88'56'42"W, 114.50
ft. to the point of beginning, containing 17.90 acres more or less.
THIS (,�� 'r"T
CERTIFICATE OF OWNER
CERTIFICATE OF SURVEYING ACCURACY
1, JOE D WHITE, HEREBY CERTIFY THAT THIS
VE, THE UNDERSIGNED, OWNERS OF THE REAL
DESCRIBED HEREIK DO
PLAT CORRECTLY REPRESENTS A BOUNDARY
ESTATE, SHOWN AND
HEREBY CERTIFY TI[AT WE: HAVE LAID OFF,
SURVEY MADE OR VERIFIED BY ME, ALL
PLATTED, AND SUBDIVIDED, AND DO HEREBY
MONUMENTS REQUIRED ACTUALLY EXIST AND
LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
ARE CORRECTLY SHOWN HEREON AND THAT ALL
ESTATE IN ACCORDANCE WITH THIS PLAT.
SURVEYING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
_G2.l2sklf4 ���'4"ti uJ�.• -
EDVARD K. WILLIS
l
EXECUTION
DATE OF EXECURANCH PROPERTIES INC.
LITTLE RICK, ARKANSAS
DATE OF EXECUTION CIE D. WHITE
D.R. PAGE -
REGISTERED LAND SURVEYOR
ADDRESS
NO. 534, ARKANSAS
3375
INSTRUMENT NO, 93-2-
CERTIFICATE OF ENGINEERING ACCURACY
CERTIFICATE OF FINAL APPROVAL
L 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 11.E
ENGINEERING REQUIREMENTS OF THE LITTLE
CONDITIONS OF APPROVAL HAVING BEEN
ROCK SUBDIVISION RULES AND REGULATIONS
CONPLETEIX THIS DOCUKENT 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
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
DATE OF EXECUTIO" LITTLE ROCK PLAMIING
COMMISSION
CERTIFICATE OF RECORDING F t t TENDED
PILL of
J� 6276't
,d,�UF{�'I`IG�i "-Vo
THIS DOQUMENT, NUMBER
RECUR �'.' 19 1') IN
-f ILED F , •r
PLAT BOOK C22:UJ
�,�' _ � '�•>, PAGE � n
,'�;. + •. r , ; CAROLYN STALEy, Circuit Count
y Clerk 8 Recorder
f,
GENERAL NOTES:
1. IRON PINS WERE SET AT ALL
LOT CORNERS (1/2" Steel Rod).
2 ALL ARE TO BE USED FORNTS NDRAINAGE
AND/OR UTILITIES.
3. DISTANCES SHOWN ALONG CURVES ARE
CHORDS DISTANCES.
4. ERROR OF CLOSURE: 1 : 42.173
5. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT TO P0114TS ON A
CURVE.
6. BEARING DATUM IS STATE PLANE DATUM.
100 0
Scale 1"
too
100 ft
'1/
/PLAT of TRACT G
AN ADDITION TO THE: WY OF
VH(CHHHU7 Mk\ ' LITTLE: ROCK
BEING A PART OF THE D;;
E 1/2, SECTION 14, T-2-N, R-11 1� 4-
PULASKI COUNTY, ARKANSAS
13 [] CIVIW7N�I'1 -5 GTHDPLANNING 9 ®(CIM=,93 �(C
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
OCTOBER 24,1995