HomeMy WebLinkAboutS-0722-T Map 211
PROPERTY DESCRIPTION
511C, 13
T-1"Po
Part of the Southwest I/4 of the Northwest 1 /4 and part of the Northwest 1 /4 of the Southwest IA,
'-9a-tlS
all in Section 9, T-I-N, R-13-W, Pulaski County, Arkansas, being more particularly described as
follows:
- - � •sPr
BEGINNING at the Northeast corner of Lot 30, Block 4, Cherry Creek anaddition to the City of
59"9'46° Cast along the
..E R R Y CREEK ` 31
Little Rock Arkansas as recorded in Plat Book E Page 515, thence South
43.14 feel; thence continuing along said
PHASE X
Southerly line of Lot 101, said Block 4 a distance of
" ' East along
8 the
'
Southerly line of Lot IOI South 81033113" East 42.64 feet; thence Soup,87
17924 fee!. thenceNorth 00°54'41"
Southerly line of Lots 100 and 99 of said Block 4 a distance of
79.16 feet; thence South 96*26*35' East
�J
East along the Easterly line of said Lot 99 a distance of
t g lme of Bowman Road;
361.61 feet, thence South 01°20'20" West U35 feet to the West ri
j 1
t�
havinga mad,,
thence along said West right-of-way line on a curve to the left having a rad�as of 393 2S feet, as arc
length of 196.77 feet and a chord which bears South 14°41'14" West 194 13 fem � w"I+°aing
U 11C/l1Lr-,1U'
along said West right-of-way line South 01°36'30" West 593.26 to a fence line, thenct: Nc+cc
UV
87042'45" West along said fence line 156.69 feet; thence continuing alraE said fin= hie N
fence line Notlit M;5'SS' ,.
. r
87 T23" West 300,34 feet; thence continuing along said
8 r37'27" West 134.04 to the
feet; thence continuingalong said fence line North
g rth 29°57'13" West along
Creek Addition (Plat Book E• Page 515), thence N''t
Pagis Coordinates
34, Block 5, Cherry
the East line of Lots 34, 33 and 32, said Block 5 a distance of 280.36 fee , thence North 13046'27`
East line of Lots 31 and 30, said Block 5 a distance of l30 14 feet thence North
I Point No. Northing Easting
West along the
04° 15'22" East along the East line of Lot 29, said Block 5 a distance of 3 i 43 feet to the Stmd:++=s'
Ime of said IAI ^ _
comer of Lot 27, said Black 5; thence South 82°I3'41" East along the .���� said 1`,e
line of Cherry Bend Dtiv� e,
, 147207,48 1189244.55
147185.58 1189281 72
distance of 114.95 feet to the West right-of-way
kno d7i 57 feet
2
right-of-way line on a curve to the left having a radius of 175.00 feet, an arc T Eau 50 01 feet to the
3 147179.32 1169323.89
a chord which bears South 04°25'04" Gast 74.00 feet, thence North 74010 89.1599" East along t6c
4 147172 85 1189503.01
Southwest comer of Lot 9, Block 6, Cherry Creek Addition; thence Non'-, of Lot 10, said Block 6,
5 147252 01 1189504.27
South line of said Lot 9 a distance of 98,82 feet to the Southwest corn�
of 7226 feet to the
b 6 147229.57 1189865 19
thence South 45°57'35" East along the South line of said lot 10 a di?tance
7 0S feet to the Southeast
7 147210,23 1189864.73
Southwest comer of Lot 11, said Block 6; thence South 7104727" Eastl cast corner of Lot 32, sud
8 147021,87 1189815,36
9 146428.84 1189798.71
corner of Lot l l; thence North 15°49' 16" East 123.91 feet to the Nort: r of Lot 32, said Block d,
North 1005724" East 50.00 feet to the Southeast corm
10 146435.09 1189642.15
Block 4, thence
thence North 17005' 15" East 96.52 feet to the Northeast corner of Lot °-'• thence South 75°1633'
to the Southeast corner of
11 146447 99 1189342,08
East along the South line of Lot 31, said Block 4 a distance of 40.08 fee-
I-ots 31 and 30, Block 4 a
12 146461.51 1188967, 58
1188832,67
said Lot 31; thence North 18006'16" East along the East line of said
BEGINNING containing 1 +'94 aces, more or less.
13 146467.38
69
1q 146710 29 1188661
distance of 250.70 feet to the POINT OF
70
9 1188661 70
LOSEW
J, • -
East Capitol 2
ock, Arkansas -
2903
SERVICE AVAI�BLE
TIME
CERTIFICATE Of �LIRVEYING AGCL>RAC'`.
hereby certify tt•
y y verified by me.
correctly represents a bounder curve node or .
ail monuments required actually exist nrd are corFec�Y"
hereon and that all surveying requirements of the Ltttle Rock
Subdivision Rules and Regulations have been compled with.
Date of Execution Name
Registered Prof'rssionat
Land Surveyor
Arkansas
CERTIfirATE OF ENGLQrNy •1'CLIRACY
do hereby certify tP at this plat
c - x the engtnee-ng
correctly represents a plan made by me, and the and
requirements of the Little Rock Subdivision Rules
Regulations have been complied with.
Registered Pr ofessional
Date of Execution
Engineer No.--
Arkansas
CERTIFICATE QE IbM
We, the undersigned, owner of the real estate sP'own and I
described herein, do hereby certify that we have' laid off,
platted, and subdivided, and do hereby lay off, ptrlt, and
subdivide said real estate in accordance with thi- Plot.
Date of Execution Signature
nine
Address
Source or 7ItlF1-_ - __ _----- --
Pursuant to the Little Rock Subdivision Rules and Regulations,
and it of the conditions of appt-oval having beer, completed, this
document is hereby accepted, This Certificate is hereby
executed under the authority of said Rules and Regulation.
Date of Fxecution L.R. Planning Commission
r�RTIFICATE If REI` IJI
This document, number _-_ -- filed for
record 19 in Plat Boob
Page_
Signa tw'e
Name Clerk
LDR
THE
MEHLBURGER r��
201 South izar4 0 U!tle R�o<k, AP 72201 0 501/375-53°-•1
15
146836.E
16
146871.08
1188664.26
17
146855.53
1158778.16
18
146781.75
1188783.86
19
146795.25
1188832 01
20
146796.53
111182
21
146741 43
1188987 79
22
146718.91
1189056 26
23
146838.03
11 BW90 01
24
146887 12
1189M 52
25
146979, 38
1189127.88
26
146969.19
1189166 64
M
CENTERLINE CURVE DATA
CURVE #
DELTA
AD1!''S
ARC
TAN
CHORD
1
0 '"
T0645
93.49'
1°'12'
7048
i3
73�0'
14711513
'20"0�80,42
10
153.28'
76.7,9'
153.13'
4
?8'11'4q„
150.0'''
16.22
c,12`
16 =I'
_
65051`40'
1S0.01_1 1
163._I 1
6
90°41'53"
7 : 00'
12�'97,15'
11='
�! 2
106 7l
9°17'22"
IOJ.00'
16.cs.13'
1,c0'
w ,� 3 ✓ tit '\
46.7
3y °' oPi�
01
�g 0 1h
m , Q1 J'tLTltI-1 2 DS
Sir
90.96 al -- -ag 33 58 1 -
STREET RIGHT OF WAY ARE 3 5 2 71.2i'7
EXCEPT WHERE NOTE, c°_, ., _��__.�- --- _
J j
4) DISTll
OANCES SHOWN ALONG �.',r,, ._______-- �'� 0 CHERRYHILL C l'E 2 N75 •g1 in
P� N /
CURVES ARE CHORD DISTAIN DATE ___. 71.21
f r-- S$Q' oY' N87'21'34"E - i2.60 4 / I
ERROR ❑F CLOSURE EX. r er rl 96o a9. ��2• �j 72 37. Zo• �° a6 7 4
< F
Or)
s' 3 4
� 2
eFSLr_Mt]JT5 2
`®5.16 33 EI
t
CD
S7.. �o 7
EAR �
APPROVED
",�� MED
33 ,
Frlj �
v
10 �� b tv o
;L �1 R Ly v 128. 40 •
CURVE DATA
DELTA = 28°40'10'
T T E P RADIUS = 393.25
ARC = 196,77
6 TAN = 100,49
CHORD = 194.73 a
W
49 09, 74586 326 ' 35 "E 361._-
.4r \ N
239.6 0
B L K � 61, O 97,50 r,
tnN
rr
PAINT OF �; rn o �j S �1 ./,�u"3
3EOINNING L / Q�v? I S81 '33'O ° - -; - - - -v z I W. --I
4 1 ^h0 0 lJ
S87 55'59"E
a 3 E -
_ - �4� 64' 37. 13' 73. 5' 68. 15'
la 1/2' REBAR WERE SET AT 40 1
ALL LOT CORNERS EXCEPT 7.5' f.
WHERE NOTED, EASEMENT
2 ALL EASEMENTS ARE TO BE �'-
USED FOR DRAINAGE AND/OR °` I
I_ITILITIES, 11t'�1'. I'' F
3) RADII AT INTERSECTIONS OF I+
ti
I
67.97' v' 69.32'
Lu
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8
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to
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oN
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4p
�_
8� �.
_ N89 °2e' 30"W
o
54.
29.2g
66.68, 57.E3'
143.14'
I3
p
Cn '
W S83.3 E 68.
67.04 56.1
- 64.40'
85.88'
/ f
49,
-
n7 501
��1
-Jco
ti
cli
S82 13 ' q 1 'E � , ">' - r. z •.: r- to c Q , ,
r v r - - 17 N 1 87 0 6 ^ a J J N �, 4 ru rn
v o 0-S7 cn m :u
_ �5
Q /
z m J 5 z3!? S7q •1'S �24 70. 00 •
cn CA
,15 '. [, CC A EASEMENT 84 57 E 9g _ 67,00. _ 35' R.
l' I9 8p• 0°
ti-N99 *15' 9"E �- ao w<: 65. 55 - _
o to .�g'�3 3 12j 12' ro _ 187 7, r 70.44 Q> 0�0
Z 14 9 0 o C 1 1� 58.50' °?' 42.43' P �/
"r J N82°25' 50• -- ASS, n;' `I BL�% l `?S� p ERRYSjD� D�r'�E 2.00` c S89'44'56" Q
w 32.E 01 - � u
I0 01 98 • S � \v� (, '� � 6 c� n j a 2 s.00' 30.00'
N 105- 8 �\ s� ,l ; = y1 h �6 89.99. 25.00 ,I. S87 °58' 17"E o !/ � Ll� 3
N Ns 6 E - S7j .47 i 1 1 r, . ' �y P .' 2 7 f� ,� 47, 71 . 4 96 . 23 a G
-27 zj 14 �`�lq. ��- 3 8 �� 3 S87°320.O,.E <, //� CL'
tyt - LL89.54co46' 34' ^ , _ v al w �- , "O. in �p ✓S 43.38' 9 C
00•p6- / v1 � 3 q7 F, 1 . Ft
129. 94 Q r*1 0 ! n 0D 90
la s-�\ N6�• 'g6 N �L LU - , W - - f . 69 9� 112. 63' v N inn ^ o f _--- / �c�,
1O6 S N. Q cum _ " �PJ�\r7' u' I. 105.59' 11 0 35' R.
Q'
c n m o
\\ 7 I 00 r N rn N z N88'33'26"W '� ' O �_ N N
10' EASEMEtT 4 4 m ti 6 o m _ ) o z �a . aq to - 50.00' m
' 66 . n O coCD t r i(L L Q q I O
2 N c m "> 129.10' 0 a o m
5' 109 0 C rn !` to
p0 z z o T a N87 °51 ' 45 W W LL •.
I S87 °51 45 E
15' S �F'3•g1 2° Q6 36 I 2� ='- _; ING LI,;! z --� 11�� t 1 6 - 11� �/ ' �� 8 03' 119. 57,
EASEMENT 13' 47.79' �.95' 7 N 1 J p > -7. 68 �-
r c
E/
a
50 50 100
SCALE
NO I DATE
O.Ov 69.90' 63.05 N7 10
1.07IX a W J M0
Z� d oo •2 y p w v o
d� Sc 320.75 0 2 3'13,.. 1fj 108.CIA w w ,' 1
O n� CHERR. DRIVE S87'S1 33"E = c- W N87'51 45"W'�� 584 °18 58"E
J _
02 \� EO'?7 61.21 1 31 E_ c2 "w P 101.73' 3 j.
P
1 l31 ^ O
39. 72 p S -_ f3
- :tip 'NE 5 ���
4$
�L_ W r�- BLOC - _ �,. r �I a5
o; W 5 r p
W W U1 T�� \'JCS N n
•Qi :' n+ CU m N N N N r r �x o �o ' S
' 21 �20 - N 19 m� CU _ N� to CS 15 �N 3 Qo
S� Z�j N CO- om o� �rn om �n j rt a Mtn r'S J9
1.5' o N No 0 1 0� 1/ no 1 6 N �� a, (7 Q_ v� 1-10
<
iSEMENT Z o z oN rtt LRAI ;;" EA;E^xEf f /��5 O M in 9 O,
_ rU
75 00 0 / COULD NOT Cn 5.9 --- 109.26' 70.00 -- - -- - - - _ -/
13 di
5.00' Iri' UrI� i". 69.82' - - - -- -- -- -LT - -- -- - -
10' EASEMENT-. N81330'4' 12 N87°55'55"W - - - -
84.92' 1 .46' cL 34.63 � 147.25' iS EASEMENT 141.05 15
135.04' O
374. 74' a N8 4 *3 3' W 6
10 N87 .4 69 ' O
156.69'
A PLAT OF LOTS 33-55, BLOCK 4,
THE PLANS AND SPECIFINS INCORPORATED BAR
GIINSALDNE DRAWi G ON CHERRY CREEK LOTS 2-8 AND 4-26, BLOCK 5,
HEREIN, AS A PRODUCT>ESIGN SERVICES, " WINROCK DEVELOPMENT CO. AND LOTS 12-14, BLOCK6,
IS THE PROPERTY OF TIEHLBURGER FIRM
AND IS NOT TO BE USEDiNY OTHER DESIGN IF NOT ONE INCH ON LITTLE ROCK ARKANSAS CHERRY CREEK ADDITION
WITHOUT EXPRESS WIN PERMISSION. THIS SHEET. ADJUST
REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. TO THE CITY OF LITTLE ROCK
SHEET
DATE 9/17/96
PROJ
295_271
NO.
�
D