HomeMy WebLinkAboutZ-4562-F Map 3PROPERTY DESCRIPTION
Part of the Northwest Quarter (NW1/4) of the Southwest Quarter (SW1/4) of Section 29, Township 2 North
(T -2-N), Range 13 West (R -13-W), Pulaski County, Arkansas, being more particularly described as follows:
BEGINNING at the Northwest corner of said NW 1/4 of the SW 1/4 of Section 29, T -2-N, R -13-W; thence
South 88° 23' 52" East along the North line of said NW 1/4 of the SW 1/4 (said line also being the South
line of Pebble Beach Park, Plot Book 40 Page 17 & Book A Page 133) 184.61 feet; thence South 01° 36' 08"
West along the Westerly line of Hickory Grove Subdivision, Phase II, (Plat Book H Page 769) 100.32 feet;
thence South 52° 56' 47" East 190.15 feet to a point on the right of way of Lo Scala Court; thence along
said right of way along a curve to the left having a radius of 50.00 feet, an arc length of 124.22 feet and a
chord bearing and distance of South 42° 30' 09" East 94.65 feet; thence South 060 34' 31" West 116.65
feet; thence South 80° 51' 03" West 71.26 feet; thence South 43° 50' 04" East 138.62 feet to a point on
the right of way of Verona Court; thence along said right of way along a curve to the left having a radius of
50.00 feet, an arc length of 162.44 feet and a chord bearing and distance of South 33° 03' 56" East 99.86
feet; thence South 05° 00' 12" West 113.84 feet; thence North 73° 01. 41" East 122.00 feet; thence South
27° 14' 06" East 108.06 feet to a point on the right of way of Loria Court; thence along said right of way
the following five (5) courses; (1) along a curve to the left having a radius of 50.00 feet, an arc length of
241.95 feet and a chord bearing and distance of South 14° 32' 45" East 66.09 feet; (2) thence along a
curve to the right having a radius of 25.00 feet, an arc length of 22.12 feet and a chord bearing and
distance of North 52° 10' 36" East 21.41 feet; (3) thence North 77° 31' 42" East 37.41 feet; (4) thence along
a curve to the left having a radius of 232.50 feet, an arc length of 104.75 feet and a chord bearing and
distance of North 64° 37' 17" East 103.87 feet; (5) thence along a curve to the right having a radius of
14.50 feet, an arc length of 22.42 feet and a chord bearing and distance of South 84° 00' 17" East 20.25
feet to a point on the right of way of Lo Scala Court; thence continuing along said right of way the following
four (4) courses, (1) along a curve to the right having a radius of 64.50 feet, an arc length of 16.53 feet
and a chord bearing and distance of South 32° 23' 11" East 16.48 feet; (2) thence along a curve to the left
having a radius of 85.50 feet, an arc length of 36.93 feet and a chord bearing and distance of South 37°
25' 16" East 36.64 feet; (3) thence South 49° 47' 38" East 64.19 feet; (4) thence along a curve to the right
having a radius of 13.00 feet, an arc length of 23.39 feet and a chord bearing and distance of South 01° 45'
06" West 20.36 feet to a point on the Northerly right of way line of Dorado Beach Drive; thence South 41°
32' 47" East 60.81 feet to a point on the Southerly right of way line of Dorado Beach Drive; thence
continuing along said Southerly right of way line North 500 11' 31" East 6.84 feet; thence along a curve to
the right having a radius of 25.00 feet, an arc length of 33.67 feet and a chord bearing and distance of
South 86° 00' 53" East 31.19 feet to a point of the Southerly right of way line of Bella View; thence
continuing along said Southerly right of way line along a curve to the right having o radius of 845.47 feet, an
arc length of 86.27 feet and a chord bearing and distance of South 44° 30' 15" East 86.23 feet; thence
South 63° 43' 55" West 201.88 feet; thence South 20° 33' 13" East 315.61 feet; thence North 87° 35' 29"
West 985.57 feet to the Southwest comer of said NW1/4 of the SW1/4; thence North 01° 27' 17" East
1146.29 feet to a point on the Southerly right of way line of Dorado Beach Drive; thence North 01° 27' 17"
East 60.02 feet to a point on the Northerly right of way line of Dorado Beach Drive; thence North 01° 27'
17" East 122.01 feet to the POINT OF BEGINNING containing 18.556 acres more or less.
PAGIS COORDINATE TABLE
Point ID
Northing
Eastin
13000
163051.6197
1183648.4089
13001
163046.4585
1183832.9427
13002
162946.1752
1183830.1378
13003
162831.5976
1183981.8918
13004
162761.8166
1184045.8397
13005
162645.9345
1184032.4824
13006
162634.6036
1183962.1278
13007
162534.6087
1184058.1353
13008
162451.0197
1184112.7626
13009
162337.6164
1184102.8343
13010
162373.2274
1184219.5172
13011
162277.1467
1184268.9701
13012
162213.1723
1184285.5697
13013
162226.3008
1184302.4805
13014
162234.3794
1184339.0066
13015
162278.8960
1184432.8493
13016
162276.7813
1184452.9856
13017
162262.8681
1184461.8105
13018
162233.7686
1184484.0758
13019
162192.3322
1184533.0988
13020
162171.9810
1184532.4764
13021
162126.4715
1184572.8055
13022
162130.8482
1184578.0570
13023
162128.6808
1184609.1669
13024
162067.1791
1184669.6135
13025
161977.8325
1184488.5805
13026
1161682.3100
1184599.3900
13027
1161723.7311
1183614.6860
HICK
'^ SUI
�I PF
18.:
CDCD
1. SET 1/2" REBAR AT ALL LOT CORNERS.
2, NO INDIVIDUAL LOT ACCESIZ OFF DORADO BEACH DRIVE.
3. THE FRONT, REAR, AND SIDE YARD SETBACKS ARE 5.0
FEET UNLESS OTHERWISE NOTED ON THE PLAT.
4. ALL LOTS SHALL HAVE A MINIMUM 5' UTILITY EASEMENT
ALONG ALL LOT LINES UNLESS NOTED OTHERWISE.
5. ERROR OF CLOSURE EXCEEDS 1 IN 15,000.
FLOOD PLAIN STATEMENT
THERE ARE NO PORTIONS OF THE PROPERTY LOCATED WITHIN THE
100 -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE
RATE MAP, PANEL NO. 050181 0043 F. PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED OCTOBER 19, 2001.
14
1
°ho L
h1 17570.
0.40
LEGEND
O FOUND IRON PIN (1/2" REBAR)
0 SET IRON PIN (1/2" REBAR)
EXISTING CURB
PROPOSED CURB
_- PROPERTY LINE
BUILDING SET BACK
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
HICKORY GROVE -
1 SUBDIVISION, PHASE II
1/ 1 BK. 'H', PG. '769' I
i
23
18
U K � ROW I 1
27
Ot
i
ROW
31
\ \ N 73°09'33" W
\ 77.63'CH
\ LOT 32R
\\ 10993.63 SQ. FT.
\ 2 \ D.252 ACRES
\"O C' \
\\ T
c� 3 U3-uU12"" W 113.84' I /
rn
°o$ J LOT 26 \\ \
o \
LOT 37
/ J L 11050.73 SQ.
0.254 ACR /
/ s
�00 F 6 6
hj LOT 36
y / " 12169.68 SQ. FT. y
N 10°25 A� 0.279 ACRES \
�, h2
soti�" N71g19 "W/ /
LOT 35
v y 71°-5122" E„ 12389.02 SQ. FT. N o
� -) 25 °1036 E 0.284 ACRES
2
N 2141 213" _�
814°3'45" 51°2018N
r 211°1 51 v
�R450 �o�o � �5
^ p (p 0 I
o = ^^¢' rO LOT 34 '
M a "� �^ 14253.87 SQ. FT.
f� h' 0.327 ACRES /
��
\ �48.99' CH °y) CoC
LOT 33 \
2775.27 SQ. FT. /
0.523 ACRES
p1
`��6y0 ti 13672.57 SQ. FT. \ 2 ' DRAINAGE 13` o0p G/
A . 0.314 ACRES �t� EASEMENT
�'
ICKORY GROVE-�--�
SUBDIVISION, PHASE ft
BK. 'H', PG. '769'
48
O
° G
49
s
LOT 50R
16070.64 SQ. FT. \ 2p°333 /rst��
\ 0.369 ACRES CS)
/
\
S 58°35'50" W o / 128 -N,
\ \\ 121.33'CH 1601 _
" /
\\�
13
LOT 90 /
/ � o
,J, 3
LOT 89 I ro� ,
\ \ CIO
LOT 51
\ 1' N
9 \ 5 , 1I57.66' / 2
\� 75' 53 L� _ --
-7 \ 1'02-` W - l
- 7
3.68' /
� 103.98' -, 3
x--20' DRAINAGE & I r -
I 1 UTILITY / ^'
d 1 EASEMENT �I I 1/
r° LOT 52 on LOT 88
00 1 -/
85.00'
� L--� 4.95'
F02°57'12"
20' BUILDIN
o° I~ SETBACK I I I
I �
° I LOT 53
o l I I LOT 87 13
it
I
I ��/o
Q80,
Z
IS i6 4 02 W I
\6224' I
co / I
LOT 54
on
LOT 86C14 LO
� LO
00
� J
<x a S 06034'31" W 116.65' �roL //� \ ti Fmo /
CL 0 E 1 "��/ O�� \���v�,9�2 R15.0 X66' w o0
J °y00 GZ cj N38 324 CH 1 ! \T z 'm, \ c^ . c°/ i F N a
0 o G rn_ \ OPEN SPACE 'C'
h I O °o s \ y r \ \ 2 ` �/ / <� LOT 55 /� , a-
k��LkRL LOT 17 �������h\A��� �'�, \\ 218330.89 SQ. FT. � 0-
W�.°�o 10828.66 SQ. FT.11 rn1 5� / LOT 25 �y F A s�s a� 5.012 ACRES
0.249 ACRES
S
Iln LOT 24 � I -1 12612 49 SQ. FT. \� R15j4� �3 _ /� N z m
(� 17457.45 SQ. FT. �: I 0.290 ACRES \ / I Y
I / V / (r x CO
1 ij�O�� 0.401 ACRES o ,/ l LOT 85 -� rn � =>
20' DRAINAGE
/ �y F l0 EASEMENT I " W' / LOT 56 > /
111 1 N 06046'31" W
N1 LOT 16 1 1 152.89' CH / i tr,512 t N i�
^ 11076.92 SQ. FT. 1 �1 I R� tJ 7N°`55G� '/ s\\ �/ \ 09"
i 1 0.254 ACRES \\�\ 11 11 N
94.08' CI W QR20' BUILDING 16 LOT 57 \� /LOT 80 \ 4 /
11 15 SEWER N 01°05 51 W� \I 1 16°Ot 8 j2N g .46 SETBACK 81 q5 \ C LOT 84
OT 15 �1-- EASEMENT 59 29' CH Q� /// <�,
76 SQ. FT. �1 1 41=W - - • Q�R� S 16 Ot ' 116 / �� / 6, `n
3 ACRES 1 �I I 9, CH c LOT 58 �� 9 �� 9ti9o/ \\ fes°
Y / h$ / g 18 29 S'-La63 < 19
oT
LOT 79
a Y / �6°1 G� / - R=505.46' LOT 59 \ g11 j_ _ LOT 81 /COT 83 v `�
1 / \
_ 0 pti' \ \� jam/ /\ \ 9% / 0
CO
w ]00.32' N3 6 / Z, 117.13 R15.00' R15.00' _����� \\� LOT 60 LOT 73 °P\ / �\
Co 2� - - - - - \y JOT w p LOT 78 -? <
ao sg8.?F\/ �/ / (� LOT 61 � \ �? \ a\ \ 1 -)t \ N V1>
/y
6 LOT 62 0, \ \\ y LOT 82 \
Y 1 OPEN SPACE Its / V1 `� 1 97.54' - \ \ \, 0 97 ` i '/ '\/\ \ \ 45�
CID
6266.76 ACRES °� 010/ \ 114.96' L __ - \ J li - ti h �c
0.144 A o Z // \ �( - i rn i
V ' ` `� n 1 1 v LOT 68 oQ \ ` 11 �6 48" W $Sy BBy,
N U -JI �h / y� �C `P u ` �R15.00' 1 1� g3. 1 °
UNDISTURBED 3 / h� �,L - ate° LOT 67 0l , ;v LOT 71 �1 °N LOT 74 v 1 LOT 77 ' N 1 Q
j \ 148.56' Ag,
N UA
OPEN SPACE 'A' h ? ^"/ ���,° 1 LOT 64 11
LC)18477.38 SQ. FT. m �� 4 �a `r' 1 _ 1431 -1 J `6 s
N 0.424 ACRES " - 107.5 17
0o z / .63 LOT
�1 111.71P.00' 99.59' - 1 - -1 L 99_20'- J �I 10 j ^ sd f
FIP r" h� `dco
LOT 63 - I f- 20' DRAINA - - �\ ctp.
I / / 1ti 19490.01 SO. FT. o - 1 EASEMENT - LOT 76 �\ \ /y
NW CORNER 0.447 ACRES o
LOT 75
NW 1 4 SW 1 4 I / 1 \� LOT 66 (D1 ll 11� LOT 69 a ' LOT 10 I I , I IL„ S \
/ / LOT 65 L� toto
�"
SEC 29 T -2-N I I ` I
R-1 3 -W? -
I PUL, CO., AR ( S89°50'46" W I
R POB 1oo.00' 22.01' 0.84__1 6'---� 1-_ ---1 L--_-_� I ----J L -J Ll- - - - -1 L--_---- , 314.9
5
N 01°2717 E 122.01 DOR DO BEA BY PLAT BK. F, PG. 35 101.03' 103.14' 102.50 100.0' 108.83' 151.97' PEBBLE BEACH WOODS BK. 'G', PG. 'S -
3 N 01027'17" E 1146.29'
LL 11\PEBBLE BEACH WOODS BK. 'F', PG. '359' S' SETBACK,
DRAINAK AND UTILITY
,-./ EASEMENT\(TYP.)
t
r
SW CORNER
NW 1/4 SW 1/4
SEC. 29, T -2-N,
R -13-W
PUL. CO., AR
10925 Financial Center Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull Sparks
engineering
501.664.3245 t 501.664.6704 f
www.craffontulisparks.com
CERTIFICATE OF AUTHORIZATION:
',�P.�Tc Of AUryJ�o`:
CRARON, IUD, �=
SPARKS& D=
_'- ASSOaATfS, INC. -'
y No. 109 p
gR'�ANSAS' ENDI�E�'P
GRAPHIC SCALE IN FEET
0 50'
HICKORY GROVE
SUBDIVISION - PHASE III
REVISED
PART OF THE NW 1/4 OF THE SW 1/4,
SECTION 29, T -2-N, R -13-W,
PULASKI COUNTY, ARKANSAS
Key Plan g
4LI F°Rrd MWE CO, "® a
�Y mrvE
THIS
PLAT
rap,var vtunrs COURT
vo.sgrRryp
vmnsm RO"O
Sp (h � � ➢Blur
t
N°. Descrlptlon Date
This document, and the Ideas and designs Incorporated herein,
as an Instrument of professional service, Is the property of
Grafton, Tull, Sparks & Associates, Inc., and is not to be used, in
whole or In part, for any other project, without the written
authorization of Crafton, Tull, Sparks &Associates, Inc.
PROJECT N0: 729-5 `\
ISSUE DATE: 01/22/10
CONTACT: R RIGGINS
CHECKED BY:
0 2010 Crafton, Tull, Sparks
& Associates, Inc.
PHASE III REVISED
1 OF 1