HomeMy WebLinkAboutZ-4562-F Map 2,d 13024 '
CERTIFICATE OF OWNER SUBDIVIDER *.• OF j'q HICKORY GROVE 47
PROPERTY DESCRIPTION / B
We, the undersigned, owners of the real estate shown �+ �, \� D ` G • SUBDIVISION, PHASE I�
and described herein, do hereby certify that we have i 4 �tt
1/0 <9 q��Fq �� r���ht�� -(�'�� ° r\1�1 BK. 'H', PG. '769'
Part of the Northwest Quarter (NW1/4) of the Southwest Quarter (SW1/4) of Section 29, Township 2 North laid off, platted and subdivided, and do hereby lay off, yA0 Oy OF \~ 5 e7 ��y.
(T -2-N), Range 13 West (R -13-W), Pulaski County, Arkansas, being more particularly described as follows: plat and subdivide said real estate in accordance with �, q B/
this plat. 0,'0%'r Q¢�JQ, 5 �4 +y<c + \a`' 48
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 GRAPHIC SCALE IN FEET ` \ �S99T kin
\
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 Date of Execution Name EV -Mark Development, LLC %'°°?�1 5rq 6+ \
line of Pebble Beach Park, Plat Book 40 Page 17 & Book A Page 133) 184.61 feet; thence South Ole 36' 08" 50' 0 50' Address P.O. Box 241850 ° rA rr �i �� '/' p/�0 &. 49
West along the Westerly line of Hickory Grove Subdivision, Phase II, (Plat Book H Page 769) 100.32 feet; Little Rock, Arkansas 72223 1 / 5• �+ c� -- ,
thence South 52° 56' 47" East 190.15 feet to a point on the right of way of Lo Scala Court; thence along LEGEND Source of Title: 0� ?� F /` air, �• 6�L
Instrument No.
2003-079190d%Q y 315 AA,
3r, 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 p`> g� ° F B , �� ' LOT 50R ` E
chord bearing and distance of South 42° 30' 09" East 94.65 feet; thence South 06° 34' 31" West 116,65 0 FOUND IRON PIN ('1/2" REBAR) CERTIFICATE OF FINAL APPROVAL t Cb 4 �F 6070.64 SQ. FT. 20°3313
feet; thence South 80° 51' 03" West 71.26 feet; thence South 43° 50' 04" East 138.62 feet to a point on SET IRON PIN tt/2" REBAR) Pursuant to the Little Rock Subdivision Rules and VP�PJP ° °Oho ,� A 369 ACRES
the right of way of Verona Court; thence along said right of way along a curve to the left having a radius of Regulations, and a0 of the conditions of approval having `� Q� Oy yA. +9° qjr
----------- EXISTING CURB been completed, this document is hereby accepted. vP�V �� iRq`� \ rFP• • o�C
50.00 feet, an arc length of 162.44 feet and a chord bearing and distance of South 33° 09' 56" East 99,86 - - - - - - - - - - - s °
This certificate is hereby executed under the authority 5 4• p ° �, S 58 35 50 w
feet; thence South 05° 00' 12" West 113.84 feet; thence North 73° 01' 41" East 122.00 feet; thence South of said rules and regulations. ��� O+j ;� �O v° \ 121.33+CH
270 14 06 East 108.06 feet to a point on the right of way of Loria Court; thence along said right of way PROPOSED CURB ° ' �,Z �� 'F9S \ p
the following five (5) courses; (1) along a curve to the left having a radius of 50.00 feet, an arc length of PROPERTY LINE ro° eeP off, 5
241.95 feet and a chord bearing and distance of South 14° 32' 45" East 66.09 feet; (2) thence along a Date of Execution L.R. Planning y`�'ry� yoh`� 2. \
BUILDING SET BACK Commission '� �� 0h 1� cP 3025
curve to the right having a radius of 25.00 feet, an arc length of 22.12 feet and a chord bearing and p'v �i C1, ryr-
distance of North 52° 10' 36" East 21.41 feet; (3) thence North 77° 31' 42" East 37.41 feet; (4) thence along--- -- EXISTING EASEMENT • ^ o,yy LOT 37
ti 11050.73 CR T.
a curve to the left having a radius of 232.50 feet, an arc length of 104.75 feet and a chord bearing and - - PROPOSED EASEMENT CERTIFICATE OF RECORDING �. • • ,\, F. S
distance of North 64° 37' 17" East 103.87 feet; (5) thence alonga curve to the right having a radius of This document, number filed for record S 1 0.254 ACR \ \ LOT 51 i
9 9 EXISTING RIGHT OF WAY l�1Q eQ�+j� \ 25182.21 SQ. FT. <
14.50 feet, an arc length of 22.42 feet and a chord bearing and distance of South 84° 00' 17" East 20.25 2007, in Plat Book Page `rp•1p�6`? �$ySNy \ 0.578 ACRES
PROPOSED RIGHT OF WAY �i
feet to a point on the right of way of Lo Scala Court; thence continuing along said right of way the following p �6y. p%�.rL1p? 1� F
four (4) courses, (1) along a curve to the right having a radius of 64.50 feet, an arc length of 16.53 feet (Signed)
1 0
and a chord bearingand distance of South 32° 23' 11" East 16.48 feet; (2) thence along a curve to the left 1 3 5�°�0 / ��"' \ ° /
9 � � 72 16 30 W
having a radius of 85.50 feet, an arc length of 36.93 feet and a chord bearing and distance of South 37° Clerk LOT 36
25' 16" East 36.64 feet; (3) thence South 49° 47' 38" East 64.19 feet; (4) thence along a curve to the right 12169.68 SQ. FT. y`D \ ` 27 __�} 84°tk82°
having a radius of 13.00 feet, an arc length of 23.39 feet and a chord bearing and distance of South 01° 45' , a, 0 26' 0.279 ACRES S`--
06" West 20.36 feet to a point on the Northerly right of way line of Dorado Beach Drive; thence South 41° \ vco �T''� 50
``p��►tLLLIf/ig7j • 6 1 15' DRAINAGE32' 47" East 60.81 feet to &
ght of way
onstszo 11"t
UTILITY
continuing
9halving aaid radsustofa 500ht offeetpoint on tan aline
lenNorth
thhe Southerly lof 3300 167 feetEast
and achedne of Dorado Bbearngeach riandt; thence ndstance ofve a cur I, Thomas PTayToEr,OJF, heebVy SURVEYING
that �`��,``ve; thence ```slnTE o'0���� \\\ lsy ,0 g1g? \ ' EASEMENT LOT 52 °j
right e 9 9 this plat correctly represents a boundary survey made �.0 ARKANSAS a LP G \ � ' ' 16313.74 SQ. FT.
South 86 00' 53" East 31.19 feet to a point of the Southerly right of way line of Bella View; thence 3 , /gfrY� °
or verified by me, all monuments required actually exist 0 No. 1598 e G C 0.375 ACRES
continuing along said Southerly right of way line along a curve to the right having a radius of 845.47 feet, an and are correctly shown hereon and that all surveying - E S '°0 � = 9 1 014 ° LOT 35 tl
arc length of 86.27 feet and a chord bearing and distance of South 44° 30' 15" East 86.23 feet; thence requirements of the Little Rock Subdivision Rules and g� ®axntvlso a ` °31'42 E 12389.02 SQ. FT. ,�„ 83°36'31" W h
South 63° 43' 55" West 201.88 feet; thence South 20° 33' 13" East 315,61 feet; thence North 87° 35' 29" Regulations have been complied with. . 4 ° Q 9 m cn I 7.65 CH W
t� °e y paP p`S 28.22 6• V_ 0.284 ACRES �D >
West 985.57 feet to the Southwest comer of said NWt/4 of the SW1/4; thence North 01° 27' 17" East i °°O`oP TAY. 4 ��` 0 52°103
° " � 000009 `N N Z G 1 1 N 41' CI • = 1 I 149.95'
East 60.02 feet to.29 feet to a palnt on point onetheutherly Northerl ghri ht of way line of Dorado
po ado BeachDrive;
Drive; thence North 01? 27' Date of Execution Thomas P. Taylor, Jr. ���i�7j�t1111LLtL11",`�0�� ROW c� (11 °4 �2 " I I �-
p y 9 y 50
Registered Professional � , E U,225 E
17" East 122.01 feet to the POINT OF BEGINNING containing 18.556 acres more or less. Land surveyor 31 93'45 R.2 51°2018 25' BUILDING
No. 1593 STATE O 514 N g' CkA w
Arkansas F 13011 H 414 , " SETBACK
PAGIS COORDINATE TABLE NOTES., ARKA� N AS 66' 1 10 '31� "�' I .Iq =
06 ,277 5 c`g -105• w'a� LOT 53
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
11B4572.8055
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
161723.7311
1183614.6860
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Nvi I 18477.38 SQ. FT..
cw 0.424 ACRES
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oxo NW CORNER
NW 1/4 5W 1/4
y w SEC. 29, T -2-N,
�Q>
R -13-W
u PUL. CO., AR
13000 0 1 oo'
<° N 01 2717 E
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1. SET 1/2" REBAR AT ALL LOT CORNERS. CERTIFICATE OF ENGINEERING ACCURACY LY�,241' too I r50 �, 1 00 15638.97 SQ. FT. o
2 NO INDIVIDUAL LOT ACC 5S OFF DORADO BEACH DRIVE I, Bradley A. Peterson, hereby certify that this plat correctly REGISTERED 06 R� , rn� q 007
0.359 ACRES
3. THE FRONT, REAR, AND SIDE YARD SETBACKS ARE 5.0 represents a plan made by me, and that the engineering MN �9�r� y
FEET UNLESS OTHERWISE NOTED ON THE PLAT. requirements of the Little Rock Subdivision Rules and PROFESSIONAL S L1 LOT 34 °
4. ALL LOTS SHALL HAVE A MINIMUM 5' UTILITY EASEMENT Regulations have been complied with. ENGINEER \ p N U FT '
ALONG ALL LOT LINES UNLESS NOTED OTHERWISE N 73°09'33" W n D y� h 14253.87 SQ. . 1
5. ERROR OF CLOSURE EXCEEDS 1 IN 15,000. * * * 1� 10 77.63'CH = y' 0,327 ACRES / I
Date of Execution Bradley A. Peterson �P9 No. 13217 c,0 3
FLOOD PLAIN STATEMENT Registered Professional �� C�� \ ,i • �`�
Engineer No. 13217 FV A, P�� LOT 32R E
THERE ARE NO PORTIONS OF THE PROPERTY LOCATED WITHIN THE Arkansas \ 10993.63 SQ. FT. to ^-(o
100 -YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE \ 0.252 ACRES 48.99 CH^
RATE MAP, PANEL NO. 050181 0043 F, PUBLISHED BY THE FEDERAL Z \ cO N 9M
EMERGENCY MANAGEMENT AGENCY DAM OCTOBER 19, 2001. \ \�,° a /�(
0.
LOT 54
L R
27 y 15713.91 ES
HICKORY GROVE v� N v \ \ / \ 0.36 AC
SUBDIVISION, PHASE II
BK. 'H', PG. '769' N Z 1
ROW 08 S 05000'12* \ / '
� � -10W 113.84' � LOT 33
rr 1 130 9 0 / 2775.27 SQ. FT. / / ; � i , 30
y \ 0.523 ACRES,W h� ,tib ?6 ,
LOT 26 \ NN
23 / cb
U ROW 18 t p%1 \60`g0 y 13672.57 SQ. FT. \ 2 ' DRAINAGE S`O� p
a v ' 13007 A ��? 0.314 ACRE011
S j EASEMENT
w> 3004 S °34'31' W 116.65' 0b F ��\ \ n^ me
"~ 1005 �� r / r
! J•'TO G� . N �°14'Q�7' E . �� O�� S \� y �'p \� / 9^�ye4 \
O
37.32 1 ' � � , c�' '�'Ir \ /
CD %K' LOT 17 y'�00� �Llyyyh mol
V ti 10828.66 SQ. FT. i� k F 8A 3s. y
D��'',''� 0.249 ACRES �' C_ LOT 25
LOT 2412612.49 SQ, FT.
3(1
1.0 N ,1 +-r. c� .a CA I n 90n OCRFS \\\ \ h
OPEN SPACE 'C' \\ \\\�\
218330.89 SQ. FT. \\
5.012 ACRES
1 ���, 0.401 ACRES I y' �/ u
14 9A' ?7+ �0 1 00620' DRAINAGE �� dry\ ,G� LOT 55 a
0 ' F L''. EASEMENT a
.0-51 ' f N 06°46'31" W i" �� ? 3 0.7383 SQ. FT. $
LOT 16 1 �' 152.89' CH -/ O� 25' JF�l,�O 0.738 ACRES °
X00• ; w� • 1 11076.92 SQ. FT. �\ ` N 10°20'59' W9K� rGo
0.254 ACRES " 1 94.08' C °' 35' W N�R�-� `' + 's. \
/ 15' SEWER N 01°05 51 W N 16 0� 0 gEPC !A6
6 o
LOT 15 EASEMENT 59.29' CH 00��,6 35' E 16 E Sy6°p1 9s f y
h 17570.76 SQ. FT.
5 0.403 ACRES 88.49' CH °46'39" W 162.49 CH 5 516°01'35
163.20 82j s \ ��
N X616°29'57 -/ 15 6
un
8R a, $ o ° LOT 56
x,48* E 172.09' CH `�' i
0 , w� yam, 2771 362 SQ. FT.
/ $ O6 � � , ' 0.636 ACRES
23'30' E S00°09'23"W $_ 1016�6CH", u, 1 m �0P i�
S�6 $ 10 �{ �3.18CI 1 lac, Pv�6�
16 11.E / I I w I OJti�o �PF�
LOT 57 \
OPEN SPACE 'B'
6266.76 SQ. FT. OrO I I m 34676.61 SQ. FT. `ti��
0.796 ACRES
0.144 ACRES '� LOT 59
`� I I 22106.42 SQ. FT. LOT 58 W
\ h �"1 el LOT 60 0.507 ACRES 30145.21 SQ. FT.
°hN/ LOT 61 I- 18633.01 SQ. FT. 0.692 ACRES 11°
18423.43 SQ. FT. 0.428 ACRES
LOT 62 0.423 ACRES I 'I
/ h lZI 17652.35 SQ, FT. I I
yob LOT 63 0.405 ACRES
19490.01SQ. I.- 20' DRAINAGE
0.447 I I EASEMENT 5' SETBACK,
DRAINAGE & UTILITY
EASEMENT (TYP.)
1 S 89050'46' W
=0071�1161111:173916 . I PEBBLE BEACH WOODS BK.
3026
\ SW CORNER
NW1/4SW1
SEC. 29, T-<
� R -13-W
PUL. CO., AR
10825 Financial Center Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull Sparks
® engineering
501.664.3245 1 501.664.6704 f
www.craftontu Iisporks.com
FINAL PLAT
HICKORY GROVE
SUBDIVISION - PHASE III
PART OF THE NW 1/4 OF THE SW 1/4,
SECTION 29, T -2-N, R -13-W,
PULASKI COUNTY, ARKANSAS
Key Plan
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PLAT
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No. Description Date
This document, and the ideas and designs incorporated
herein, as an instrument of professional service, is the
property of Crofton, Tull, Sparks & Associates, Inc., and is
not to be used, in whole or in part, for any other project,
without the written authorization of Crofton, Tull, Sparks &
Associates, Inc.
PROJECT NO: 729-5
ISSUE DATE: 06/19/08
CONTACT: F.RIGGINS
CHECKED BY:
® 2008 CraRon, Tull, Sparks
& Associates, Inc.
FINAL PLAT
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