HomeMy WebLinkAboutZ-4562-F Map 1PROPERTY 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
fine of Pebble Beach Park, Plat 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 La 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 06° 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° 09' 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 La 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 fine North 50° 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 a 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
Northin
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
tM7
1184219.5172
13011
16227
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
161682.3100
1184599.3900
13027
1161723.7311
1183614.6860
HICKC
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NW CORNER
NW 1/4 SW 1/4
SEC. 29, T -2-N,
R -13-W
PUL. CO., AR
`:S Oi'ig6'08"�W
100.32'
UNDISTURBED
OPEN SPACE 'A'
18477.38 SQ. FT.
0.424 ACRES
POB 1oo.00'
N 0102717 E 122.01
IFS
O FOUND IRON PIN (1/2" REBAR)
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
1. SET 1/2' REBAR NERS.
2, NO INDIVI LOT ACCESS OFF DORADO BEACH RIVE
3. THE FR REAR, AND SIDE YARD SETBACKS ARE 5. DV
FEET LESS OTHERWISE NOTED ON THE PLAT.
4. ALL OTS SHALL HAVE A MINIMUM 5' UTILITY EASEMENT
AL ALL LOT LINES UNLESS NOTED OTHERWISE. /
5. ERR OF CLOSURE EXCEEDS 1 IN 15,000.
THERE ARE NO PORTIONS OF THE PROPERTY LOCATED WITHIN THE \
10D -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE \
RATE MAP, PANEL NO. 050181 0043 F, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED CCTDBER 19, 2DO1.
14
FA
LOT 15
j 17570.76 SQ. FT
CO 0.403 ACRES
1 HICKORY GROVE -
`��-SUBDIVISION, PHASE II
BK. 'H', PG. '76i� I
ROW 18 1 , 23
1 ,
5 OE' °34'31" W 116.65' 1
-N 88014'07" E 1
°loo V��7 37.32' CH 1
1. 6h° O ti LOT 17 1
10828.66 SQ. FT.1
p 0.249 ACRES \
S \ \ In
1 11 •9,z:�2�,
cy F
.P
ll LOT 16
N 1 11076.92 SQ. FT
Cris
0.254 ACRES
15' SEWER
�, EASEMENT
N 01°0551" W\\
59.29' CH -�
°h00"// LA 5�
/ ��-
5
/ LOT 24
17457.45 SQ. Ir
0.401 ACRES
20' DRAINAGE
EASEMENT
N 06046'31" W
�I 152.89' CH
0
'\ N 10020'59" W
,� 11 94.08' CHL,
CKORY GROVE��
�GSUBDIVISION, PHASE lY
0OF09 BF �P . . 1 - D1 "\ \ BK. 'H', PG. '769'
48
up
;A� 49
J��soc9 , 551
LOT 50R \
00 �o 16070.64 SQ. FT. 5 20°35
�P,P� �h° �,ti0 >�' e♦ \ 0.369 ACRES
�P C3 Q �0%0"/���„ �m
S 58 35'50" W\ o 5
121.33'CH 061 =
Co°°
\\ 5 2826 I LOT 90
p �F� / c� G� LOT 37 oS
11050.73 SQ. FT. LOT 89 I / IC
0.254 ACRES
\I /
S$�O���L / \ LOT 51 \ IIN
X60\ \\ 57.66' / z
LOT 36W -
\ 1'02' I- -7
„ E 12169 68 SQ. FT. y�� -
30°25 GN 0.279 ACRES \ 83.68'
\ o 0 o I
�, as •s,"� � 53 5 4r''1
\ o ti N 130 91\9L °w / / Ir 20 E &
UTILITY I'�
I�� N
\ �1 %6'er3% 1 I 1 EASEMENT �coI cot /� o
D 1 LOT 52 rn LOT 88 ' `v
LOT 35 0, r' I aCO
A 1°31 h2' E 12389.02 SQ. FT.
N v N 3 28.2 ;0 • 0.284 ACRES
36
E 85.00'I UU
n 52° N „ n = '- - - _J
ROW--- N Q�50° 12 (S 02°57'1V
2�
„ E L%2 25 \$' E I 1 20' BUILDIN
31 5 }4°3 4N R N 41° 4g' 5 i~ SETBACK I I
66 p9 06 'g1 LOT 53 3
�-2334. 5 ��LOT 87
; _ i '� 6T" I �
PARALLEL PARKING I I (C) I�
THIS SIDE ONLYto
c? LOT 34 80'
n " 14253.87 SQ. FT. ' z
\N 73°09'33" W 0.327 ACRES
\\ 77.63'CH W6224 I
\ LOT 32R 80'
\ 10993.63 5Q. FT. /S05�5°6 \ /
\ Z \\ 0.252 ACRES , 48.99 CH \ ro �� to ' 1
W a \ 4 \ co � LOT 54 J
\o 'o\
27 \�- 0 n� I o
�- \ / \ 9110, o' LOT 86 Co/
I to )
\ to I o
S 05°00'12" W 113.84' \
\ � LOT 33
22775.27 SQ. FT.
5o t \\ o� 0.523 ACRES y4 , , , yy \6
G
LOT 26 k1 J
a ao� \ \ 'S`O , cZ - -
�6 otic 13672.57 SQ. FT. \ \ 20' DRAINAGE 5e�O
0.314 ACRES \ un \ EASEMENT
6- X01 \�\ \ O S CP-
�C R1 5.0 F, DETENTION
STORAGE
_A�< AREA LOT 55 /� i / 20P830 89FN SPACE SQ. FT.
5.012 ACRES
•mss, �9, �Q�'�s, ym� \ \ e' i
LOT 25 c5 F `y \ y / R15.090
0�
12612.49 SQ. FT. \� ) / / / V 00
ES
0.290 ACR°o, / LOT 85 "� C
r� / � cn
w R.
\ / ? cc
/ < LOT 56
0 1E
i 1
24
W QR�v�j 20' BUILDING N 06<'/ LOT 57 /LOT 80 \
' N\� 6 ,46 SETBACK 1 45 \ PARALLEL
84 ARALLEL PARKING \ �\
O @> j 5r rL 1 \`&THIS SIDE ONLY o
)RPi 51y°013 \ 011 °�• 0,0�
un
� - - \ A LT,
117.13' R15.00' R15.00' _ f \ \ LOT 60 \
PARALLEL PARKING _ \�
N37 \
IIS SIDE ONLY 711 LOT 61 �\ N
LOT 62
GZ 6 1 \/
1 OPEN SPACE 'B' D� 114.96' �\j 97.54_ \ \
1 6266.76 SQ. FL ^� - - -1 LOT 68 \
0.144 ACRES R15.00' \
o`' / V� •'� /�� LOT 67 o\I 1 ; PARALLEL PARKING
w \ 1 THIS SIDE ONLY
Lo )) , rL LOT 64
/ �' `v`_ 20' 1
ODI / l_ (typ.)
I /-99-5-j I' 20' DRAIN E
Z I �5�� o LOT 63 9 1 EASEME J�
19490.01 SQ. FT. o
T1T'%1 80' i I_,
0.447 ACRES �1 \� (t ) cr) LOT 66 Cn LOT 69
LOT 65 to Da IU
�w I I� II
i S 89050'46" W I I I
1L 0.84'-.163$6'- - - --_ - - - - -
103.14' 102.50
BEACH DR. DEDICA BY PLAT BK. F, PG, 35 101.03'
PEBBLEBEACHWOODS BK. 'F', PG. '359'
LL 11\ / -
6 / / LOT 58 �� \/ % \ \\ � \ �\ � s
�� \ � LOT 79
LOT 59 v i
�� �� � LOT 81 \ -
cpm �-1`ARALLEL PARKING\ \ sry�
\ , a THIS 9RE ONLY \ 61\ / LOT 83 \ >;
LUI 72 w\ \ LOT \ LOT 786 rn \ \ 5�V1>
LOT B2 55 -to CIO
.4 3
.10
LOT 71 °N LOT 74 \v, LOT 77
-\ 1
-771
99.20T r _�
LOT 75 \�i
�O \ \c9
w I LOT 70 II - ' o
to
°o I N I
'co LOT 76 \�
�.
!I I w I
-J----I---- - ---� 314.96'
108.83' 158.9T f PEBBLE BEACH WOODS BK. 'G', PC -_
N O1°27'17" E 1146.29'
5' SETBACK,
DRAINAK AND UTILITY
EASEMENT-JYP.)
1
SW CORNER
NW 1/4 SW 1/4
SEC. 29, T -2-N,
R -13-W
PUL. CO., AR
10825 Financial Center Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull Sparks
® engineering
501.664.3245t 501.664.6704f
www.craftontullsporks.com
CERTIFICATE OFAUTHORIZATION:
CRAFfON,TU
SPARKS & D
ASSOCIATES, INC.
y No.109
q�fiANSAS EtY.��EC0.
C*
GRAPHIC SCALE IN FEET
50' 0 50'
HICKORY GROVE
SUBDIVISION - PHASE III
REVISED
PART OF THE NW 1/4 OF THE SW 1/4,
SECTION 29, T -2-N, R -13-W,
PULASKI COUNTY, ARKANSAS
Key Plan ( o
Y4L£Y f➢PGE IXtNC `W�r�
� 4p„ -f
y CPRMFl „pNE
THIS
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PLAT
EAIRVAY IA. cOWT
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I No. Description _ Date
This document, and the ideas and designs Incorporated herein,
as an instrument of professional service, Is the property of
Crafton, Tull, Sparks & Associates, Inc., and is not to be used, in
whole or in part, for any other project, without the written
authorization of Crafton, Tull, Sparks & Associates, Inc.
PROJECT NO�FRIGG11S
-$
ISSUE DATE: 22/1a
CONTACT: I
CHECKED BY:
® 7010 Crafron, Tull, Sparks
&Associates, Inc.
PHASE III REVISED
1 OF 1