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CERTIFICATE 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.
Rector
Phillips Morse, Inc., Trustee
1501 N.
Universityy Av.
Little Rock,
AR. 72207
DATE OF EXECUTION
By:
D.R. PAGE
INSTRUMENT NO. -
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
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
REGISTERED PROFESSIONAL
ENGINEER NO. 5033, ARKANSAS
CERTIFICATE OF FINAL APPROVA
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.
DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD 19 IN PLAT BOOK
PAGE
50 0 50 150
Scale 1" = SO f t
Northeost Corner
fract. SW1/4 SW1/4
Section 19, T-2-N, R-13 --- W
S88' 13'02" E 1 1 1.63' S89-54.14" E 219.97'
® 15 JWY Emt. 30,82' �_O 106.52'
'Ztioo � 13a325'�
CO
Lr) Ails
O N o 181
8p•
81 88
2 .� d•° � /wry
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42.13' 48.00' 41 76'
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65.12' b 48,00' 24.8
s� N� - 1 � 1 63' 22.14'
n
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per'
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6 i 57 co
r 581
1V (n
p ''�� / 165, 6' $ , 90
,12'05'07" 1
ry� ,s 60 0 ry .
sue.( 59 /
i
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R994.93'
C'S15*45'4'"W
L 62.7-
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I
ARKANSAS STATE PLANE COORDINATES (NORTH)
1 N 167149.46 E 1179806.63
2 N 167149.09 E 1180026.59
3 N 170'18-72 E 1180009.56
4 N 1:6724.70 E 1179894-30
5 N 166706.13 E 1179888,29
6 N 166677.55 E 1179898.04
7 N 166525.00 E 1179975.35
8 N 166334.09 E 1179967.99
9 N 166229.24 E 1179928.12
10 N 166046.88 E 1179778,20
11 N 165988.45 E 1179686.91
1 N 165986,42 E 1179679.17
1 N 165835.87 E 1179751.99
14 N 165844.08 E 1179285.64
15 N 165868.74 E 1179297.30
16 N 166066.72 E 1179426.19
1 N 166128.65 E 1179394.23
1 N 166311.42 E 1179302.65
19 N 166663.05 E 1179488.73
N _1 76 64 7Q642.80
1 N 167024.14 E 1179665.01
N 167152.93 E 1179695.05
1 78'0310 / R 1472.39'
CDS1T56'53"W
LC 19.52'
/o
1/T
4 3 D� 3g 2p �i
187.73'
345q
�w12T3j,4� / 12r,g2 b� 4
�q�• 62
69.94' l� \ d
h h 93L`4
41
63
) b
90'00'
s� /0• ti _ �82
65
d
a 64
J
�w
A
718'48?0
OD'
AIL �
\ ua
,� 10 �5 ' C' oT � �Q
5 4�'
� � �`• 64' q1
a49 afij" o 455.
GENERAL NOTES:�62 a7'
1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS u�,yid 7 r Q
2. ALL EASEMENTS SHOWN - - - - ARE TO BE USED o�3 6 7 N Vt
FOR DRAINAGE AND/OR UTILITIES.
3. LOTS WITH ROUNDED CORNERS ARE 0 �//(✓
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT POINTS ON A Z� ,
CURVE. 68
�5��
rp \ 1
4. DISTANCES SHOWN ALONG CURVES ARE -76 y 0
CHORD DISTANCES. >T `f�, \ \ \ 1 A
v;
5. ERROR OF CLOSURE: EXCEEDS 1: 50,000 \ /
a
( � P
S v Y
114.1
11914 J 1,9.
9
94
N ^�
CURVE LENGTH DELTA RADIUS TANGENT ARC DEF
C1
215.59'
115'05'28"
818.51'
108.42'
7'00'OO"
C2
191.27'
13'23'20"
818.51'
96.07'
7'00'00"
C3
221.26'
08'51'01"
1432.39,
110,85'
C00'00"
C4
50,32'
03'01'10"
954.93'
25.16'
6,00,00"
C5
52,41'
08*23'10"
358.10'
26.25'
1F00100"
C6
114.75'
18'21'35"
358.10,
57.87'
16*00,00"
C7
109,13'
41'28'12'
150,78'
57.08,
38'00'00"
CB
164
94.51'
35'54'53"
150.78'
48.87'
38'00'OD"
97.9T
37-12'48"
150.78'
50.76'
3900'00'
C,0
161.11'
16I'lY"5"
1 150.78'
9.21'
1 38'CO'00"
R818.51'
CDN33"03'50' E
LC236.24'
/yh�
89.06, 4
C7 a
�1.31'5C"
/1•
\'0• 'B .0
2
92
c�
89 1
\ 1472I3'25
�sl 7?8 3g.
\ ,Q�41 3fjl
90 10
t5
lO
O
CD
92 �...
91-
N
162'57'2V'N f
1.
n
s.
81.04?5.
R25.00'
CDS 18'49'48" E
LC30.20'
0 iff!
R175.77'
CDS26'52'40" E
LC 171- 02'
R 175.77'
C DS20' 48' 58" W
LC112.17'
Ib
ro
768 PROPERTY DESCRIPTION
7
PART OF THE FRACTIONAL SI SWi/4 AND PART OF THE SE1/4 SW1/4,
/ 9 SECTION 19, T-2-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE
9 2
PARTICULARLY DESCRIBED AS:
V �; BEGINNING AT THE NORTHWEST CORNER OF SAID SE1/4 SW1/4; THENCE
8T33.2T �/ S89'54'14"E ALONG THE NORTH LINE OF SAID SE,/4 SW1/4, 219.97 FT.
TO A POINT ON THE PROPOSED EAST RIGHT-OF-WAY LINE OF RAHLING ROAD;
/ THENCE SOUTHERLY ALONG SAID PROPOSED EAST RIGHT-OF-WAY LINE,
FOLLOWING THE ARC OF A 994.93 FT. RADIUS CURVE TO THE RIGHT, A
lb CHORD BEARING AND DISTANCE OF S1545'43"W, 62.72 FT.; THENCE
QO j . O S1734'06"W AND CONTINUING ALONG SAID PROPOSED EAST RIGHT-OF-WAY
M�o. LINE 381.83 FT.; THENCE SOUTHERLY AND CONTINUING ALONG SAID
C6� ry RADIUSSCDURVVEE EASTRIGHT-OF-WAY
ITHE RIGHTT,,,AA CHORDOLLOWING THE ARC OF BEARING AND DISTANCEAOF472 39 FT
��� S1756'53"W, 19.52 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A
96`42.1 l .1 `'� 11 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF
/ h S18'49'48"E, 30.20 FT, TO A POINT ON THE PROPOSED EAST RIGHT -OF-
WAY LINE OF CHARLESTON LANE; THENCE SOUTHEASTERLY ALONG SAID
PROPOSED EAST RIGHT-OF-WAY LINE OF CHARLESTON LANE, FOLLOWING THE
ARC OF A 175.77 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND
v DISTANCE OF S2652'40"E 171 02 FT THENCE S02'12'34"W AND
4
$ / ono �45 • 34 65' S� 5 20
' Z� q d 80.92'
/ e4�ry
i
o
-
- F -7-2
-u
6
!j
241.58'
N88159'28"W 466.42'
CONTINUING ALONG SAID PROPOSED EAST RIGHT-OF-WAY LINE, 191.05 FT.;
THENCE SOUTHERLY AND CONTINUING ALONG SAID PROPOSED EAST RIGHT -OF-
WAY LINE, FOLLOWING THE ARC OF A 175.77 FT. RADIUS CURVE TO THE
10 RIGHT, A CHORD BEARING AND DISTANCE OF S20'48'58"W, 112.17 FT.;
THENCE S3925'22"W AND CONTINUING ALONG SAID PROPOSED EAST RIGHT-
OF-WAY LINE, 236.08 FT.; THENCE SOUTHWESTERLY AND CONTINUING ALONG
SAID PROPOSED EAST RIGHT-OF-WAY LINE, FOLLOWING THE ARC OF A 175.77
FT RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
S5722'49"W, 108.39 FT.; THENCE S75'20'15"W AND CONTINUING ALONG
SAID PROPOSED EAST RIGHT-OF-WAY LINE 8.01 FT.; THENCE
S25'48'48"E, 167.24 FT. TO A POINT ON THE SOUTH LINE OF SAID
\ FRACTIONAL SW1/4 SW1/4; THENCE N8859'28W ALONG SAID SOUTH LINE
\\ 466.42 FT. TO THE SOUTHEAST CORNER OF LOT 31, CHARLESTON HEIGHTS,
R 175.77' AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE
CDS5T22'49++W N25'18'55'W ALONG THE EAST LINE OF SAID LOT 31, 27.27 FT.; THENCE
NORTHWESTERLY ALONG THE EAST LINE OF SAID LOT 31 AND THE EAST LINE
LC 108.39' OF LOT 32, 'SAID CHARLESTON HEIGHTS, FOLLOWING THE ARC OF A 818.51
FT, RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N33'03'50'E, 236.24 FT.; THENCE N271774"W AND CONTINUING
ALONG THE EAST LINE OF SAID LOT 32, 69.69 FT. TO THE SOUTHEAST
CORNER OF LOT 33, SAID CHARLESTON HEIGHTS; THENCE N2636'57'W
ALONG THE EAST LINE OF SAID LOT 33 AND LOT 34, CHARLESTON HEIGHTS,
204.43 FT. TO THE SOUTHEAST CORNER OF LOT 35, SAID CHARLESTON
HEIGHTS; THENCE N2753'15"E ALONG THE EAST LINE LOTS 35, 43 AND
44, SAID CHARLESTON HEIGHTS, 397.84 FT.; THENCE N26'09'567E ALONG
EAST LINE OF LOTS 44, 45, 46 AND 47 SAID CHARLESTON HEIGHTS,
v Southeast _C`cirner i' 349.40 FT, TO THE NORTHEAST CORNER OF SAD LOT 47; THENCE
tract. SW1/4 SW1/4 N2S03'42E, 52.43 FT. TO THE SOUTHEAST CORNER OF LOT 86, SAID
Section 19, T-2-N, R-13-W CHARLESTON HEIGHTS; THENCE N13'07'45"E ALONG THE EAST LINE OF
SAID LOT 86, 132.25 FT, TO THE NORTHEAST CORNER THEREOF, SAID
CORNER LYING ON THE SOUTH LINE OF OVER PARK, AN ADDITION TO THE
CITY OF LITTLE ROCK, ARKANSAS; THENCE SWI3'02"E ALONG SAID
SOUTH LINE, 111.63 FT. TO THE POINT OF BEGINNING, CONTAININ 13 45
ACRES MORE OR LESS.
�N88'59'28"W rl' (/o�•;c.X�- P��%,��-- p�ii�--�X � YL°iz' '
PLAT OF LOTS 57-68 &c 71-72 & 87'r-95
CHARLESTON HL,"IGHTS
AN ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS
LOCATED IN THE S112 SW1/4, SECTION 19, T-2-1V, R-13-W
PULASKI COUNTY, ARKANSAS
JUNE, 1998
�CvAL ENG+NEER'NG, LA%C PLANNING & DE F-OPMEN
4C' VICTC; �'PEE7
Job No. 9? n'RO
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