HomeMy WebLinkAboutS-0641-D Map 5JW CORNER
IE I/4 N W I/4
;ECTION 4,
-I-N, R-13-W 00AY
NW CORNER
51/2 NE 1/4 NW
SECTION 4,
T-I-N, R-13-W w
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Cr
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NW CORNER
SE 1/4 N W 1/4
SECTION 4,so
T I-N, R-13-W
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
4 8 lay off, plat, and subdivide said real
0 estate in accordance with this plat.
SCA L_ E
Signed
SEPTEMBER 9 1986 _
Date 0 Exh tlon WILLIAM DANIELTHOMAS,JR.
GENERAL PARTNER
cKEHEREAL S RTIE LTC.
!LI1T�LENROCRKSTARKA 54y0^
Source of Title. D.R.1789 Page 559
instrument No. _
S 880 42' 52" E 3y5.38,
CI .1-�� ����
�•K cIn
1 `i'
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LM.: p
VICINITY MAP
L
R/W CURVE DATAOf
J�
L. = 23° 14'06"
z T = 112.66' /�\ /y
R = 546.00'
C = 220.711 �/O• /
CV
S 36043'34'W
53'
CERTIFICATE OF ENGINEERING ACCURACY
I, Wes Lowder, do hereby certify that
this plat correctly represents a plan
made by me, and that the engineering
requirements of the Little Rock Sub-
division Rules and Regulations have
been complied with.
CERTIF?CATE OF SURVEYING ACCURACY
1, Michael Watson, hereby certify that
this plat correctly represents a boundary
survey made by me and boundary markers
shown hereon actually exist and their
location, type and material are correctly
shown.
CERTIFICATE 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 Certificiate is hereby
executed under the authority of said
Rules and Regulation.
0
sE�'T 9,l986y�'`
40
``J Date of Execution I..R. Tanning ,
Date of Execution
Registeredro Pss7ona
D-ate--o rExec��n
egis ere an :orcnission
Engineer No. s%9s�3
Surveyor No. sf 7
Arkansas
Arkansas
S 88°42'52"E
273.86'
.. - ---- - ---- --- -
ti 83.85 4'%
�► 9G.01'
---1 ----------
--7
`
/lQ
S2305009BW
10' UTILITY /
O
ry
(CHORE))123.83
EASEMENT /
/
R/W CURVE DATA o� / R/W CURVE DATA
n = 180 35'22" v� ! 7 - 21'10 051 LOT I I / �o�•
T = 76.59' '
R = 468.00 (� �� R = 548 .00 0.609 AC. t
L 151.84 MO
/ �/ L = 204.97 h
/
�Q '
C = 1 51. 17' p�/ C = 2 0 3. 7 8' r`.
D�
°e V� �� /
'ii- CURVE DATA
=1 L = 200 05 20'
' + T = 89.98' CID
/ P
�4 ., R 4 = 508.00 4(;r O' = 178.11' /A�
1 0, S W 3 F IN W 77. 20' / J\
(CHORD) ' 80.81'
/Q Fp
S 38° 46 45" W e �e F ��
14. C)27' LOT 10 ,
0.472 AC.t ^-
/ N06°13 15 W (CHORD)
° V
> 42.43' Aj
R/W CURVE DATA C)
S
si 2 ss� e17� n = 90000, 00'/
R = 30.00' /
,L = 47.12'/
C = 42.43' `
`�% / CL CURVE DATA
/� 0 = 3 4° 4 151
T = 145.79'
R = 4 6 6.6 8'
L = 282.61'
S 278.32' R/W CURVE DATA
IS
60/SiL �j \4�/ to 0 = 340 41' 51,E
T = 136.42
R = 436.68
LOT 9 6 Rp� C = z60.4z'
0.430 AC*
� ��lip MgRky
q
� 60 Raw PARK S�
0 ,w 36 DRIVE
0�o N 810
N,g53'45':
LOT 8 .. �, LOT 7 0 • -o 5p4a� 29 w
5
0.478 AC*
0.658 AC* r; \ W �05 �8'
-- - (CHORD) 33.
/ 6�04S
(`ro /` W
/ �R/W CURVE DATA
/A,
� = 23001'56"
• ft
T = 95.35,
N Q R = 468.00'
/ Q_ L = 18 8.13'
C = 186.87' 15'Ul
EASE
Ok CURVE DATA
2 L = 390 09'40"
69.61'
N 8801
T = 180.70
N R = 508.00'
p� L = 347.21'
C = N 19° I I' 55" E
N 340.49
ry
vJ
W
250.04'
_101
H m
Cr
Oti
Z
lv
LOT 6 LO
9g9. `\\��� 0.533 AC* 0.75
TY 66,02 \ \ ^�_ 3
NT 20"yy �`�\ cti� 8
Cl) o
EYS''"G c0 - ./6 � o
SE'.`N'T
TOP OF BANK
N�0 �� RL CURVE DATA
THIS AREA NOT INCLUDED `�\\� �- 2011
V w T= 1054
IN THIS PLAT \.�Cb2\\ R = 2 a0
\ = 21.09,
N 65043' 16"W \ 151 UTILITY
(CHORD) 21.09 \�\ \\ \ EASEMENT
IF- CURVE DATA
= 130 1949 N 57057 27°W
T = 64.27' (CHORD) 127.67
R = 550.00' \
L = 127.96' N51°I7'3?rnUV
C = 127.67' 4 17
418.65'
N89055'14"W
CERTIFICATE OF RECORDING
This document, number _ filed for
record 15 in Plat Book
Page
Signed
Name C erk
618.85'
428.84'
PROPERTY DESCRIPTION
Part of the Northeast 114 of the Northwest 1/4 and part of tl
Southeast 1/4 of the Northwest 1/4, all is Section 4, T-1-N,
R-13-W, Pulaski County, Arkansas, being more particularly de
as follows:
Starting at the Northwest corner of the Northeast 1/4 of the
Northwest 1/4 of said Section 4; thence South 00 01'09" West 660.03
feet to the Northwest corner of the South 112 of the Northeast 114 of
the Northwest 1/4 of said Section 4; thence South 88 42'52" East 395.38
feet to the point of beginning; thence continuing South 88 42'52" East
273.86 feet; thence South 31 21'00" West 363.20 feet; thence along a
curve to the left having a radius of 436.68 feet, an arc distance of
264.45 feet and a chord which bears South 68 34'10" East 260.42 feet;
thence along a curve to the right having a radius of 272.36 feet, an
arc distance of 159.33 feet and a chord which bears South 69 09'34"
East 157.07 feet; thence along a curve to the right having a radius of
77.50 feet, an arc distance 62.08 feet and a chord which bears North
67 07'48" East 60.44 feet; thence South 89 55'10" East 177.35 feet;
thence South 00 36'34" East 289.61 feet to a point on the North
right-of-way line of West Markham Street; thence along said North
right-of-way line North 89 55'14" West 436.86 feet; thence North 51
17'32" West 14.17 feet; thence along a curve to the left having a
radius of 550.00 feet, an arc distance of 127.96 feet and a chord which
bears North 57 57'27" West 127.67 feet; thence continuing along said
curve to the left having a radius of 550.00 feet, an arc distaince of
21.09 feet and a chord which bears North 65 43'16" West 21.09 feet;
thence North 66 49'10" West 100.26 feet; thence North 66 02'20" West
161.00 feet; thence North 67 45'20" West 159.59 feet; thence along a
curve to the left having a radius of 468.00 feet, an arc distance of
188.13 feet and a chord which bears South 23 09'24" West 186.87 feet;
thence North 88 19'06" West 69.61 feet to the Northwest corner of the
Southeast 1/4 of the Northwest 114 of said Section 4; thence North
50.38 feet; thence along a curve to the right having a radius of 548.00
feet, an arc distance of 222.23 feet and a chord which bears North 27
09'42" East 220.71 feet; thence North 38 46'45" East 351.46 feet;
thence along a curve to the left having a radius of 468.00 feet, an arc
distance of 151.84 feet, and a chord which bears North 29 29'05" East
151.17 feet to the point of beginning containing 8.609 acres, more or
less.
R/W CURVE DATA
= 33°31'05"
T
= 82.02'
R
= 272.36'
L
= 159.63'
C
= 157.07 '
.0
2
/40 y0
ry
AC*
/j.0 'c z
y
Q \o I
<
■ R CURVE DATA
G =
45 ° 53' 58
T =
32.82'
R =
77.50'
L =
62.08'
C =
60.44'
N 67' 07' 48" E
60.44'
(CHORD)
A r, a8s,1 S
r 1 1
RE..I�"LP.ED
PA o1'1:3SI0NP'L
;; H;iCItiEE& 11�
No.49a3 iii`
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/ CURVE DATA I -'
j L 0 T 4 \ ` \ `p = 85° .52
T "
= 2260'
/ R = 242.
1.000 AC} 36' I W
L = 3 6 3.7 8'
OD C = S 420 55' 10" E j
p, 330.56'
25 i _M
(D
BLDG. M PRD!f_* Wn
LINE-'
o K) \ j 28 5 - 112
z
_ So0'0n4'46"W 3I S� 04'46"V++ N
'P/ - / 40 BLDG. LINE --- --o- -�T 1� p R - --Ig 30 R.-20.00'� 40' BL1DG.LINE (MEET No.
\ , i 40 20' S 45 C 4 46 W (CHORD) p - S 44°55114" E (CH9RD1 _ 140
r_-3TRAW WATE LINE - = 2._.
12.14T-- - -- - - -_- - - -_ -_ -_ - - -=2=' ---- - -- 1
6.86' _ - - - 11.20_ 7 - - - 120. , al,100.00'
�-' > _ 210.00' _
3 ------------- -- - ---855.51_ -
r - - - - - - - - - - 50' L.R.M.W.W. EASEMENT
50' L.R.M.W.W. EASEMENT
( Zo'NORTH AND 30' SOUTH Y- EST-_ MARKHAM_STREET 00 RAW
OF EXISTING 39 W
R.W.L.) -�'-- --- - --
(51'BCTUBC)
Mehiburger
Tanner
Robinson
&Associates
Architects-En�ineel s
2oi S°WN Izard
P 0. Box 3837
Ldlk Rock, AR 72-9033837
5011375.5331
Mehlburger Tanner Robinson
8 Associates
DRAWN BY
DG 8l K P
CHECKED BY:
APPROVED BY:
"SCALE: I I, _ 40'
DATE:
- -AUGUST -6,1986
LOT 3
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