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STATE PANE CORDINATES
NORTHING
EASTING
1
132883.616
1196353, 821
2
132730,712
1196505.792
3
132326.354
1196860.634
4
132210.222
1197017,829
5
132094,888
1197277.355
6
132013.789
1197274,558
7
132018.615
1197134.641
8
132067,869
1197136.340
g
132062.486
1197018.090
10
132066.996
1196968,215
11
132071.005
1196851.972
12
132142.904
1196863.244
13
132193.100
1196795.300
14
132258.652
1196737.775
15
132182.800
1196651.338
16
132175.422
1 19-0657.811
17
132053.880
1196552.077
18
132110.708
1196491.086
19
132145.593
1196145.456
20 1
132155.017
1195928.660
21
132832.507
1195954.943
22
132911.745
1196003.807
23
133108.346
1196170.553
24
133129.278
1196199.249
25
133071.197
1196208.915
26
132955.652
1196272.739
1 "=60'
o so too 150
PROPERTY
DESCRIPTION
PART OF THE
SW
1/4 NE
1/4 AND PART OF THE NW 1/4 NE 1/4, SECTION 27 T-1-N,
R-13-W, PULASKI
COUNTY,
ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE
AT THE
SW CORNER
OF THE SW 1/4 NE 1/4, SECTION 27; THENCE S88°21'15"E,
ALONG THE
SOUTH
LINE OF
SAID SW 1/4 NE 1/4, 217.0'; THENCE S87*58'33"E 1122.40'; THENCE
NO1°58'31"E
1227.61'
TO THE POINT OF BEGINNING THENCE N88°01'29"W 140.0; THENCE
N01'58'31E
49 28%
THENCE
S87`23'37"W 118 37' THENCE N84`49'58"W 50 08' THENCE N 88°01'29"W
t17.I 1,8.7' \ q'°-.116.31 ; THENCE N08`54'37"E 72.78; THENCE N53°32'37"W 84.48'; THENCE N41`16'06"W 87.21';56' v
"
N THENCE N48°4354"E 115.0'; THENCE S41`16'06"E 9.82'; THENCE S41`01'16 W 161.10; THENCE
DIY 4 i C >^ 1 4 h I 1 7 j I p� I = az24 N47'01 24"W 83 36'; THENCE N84`14'12"W 347.39'; THENCE N87'30'40"W 217.00'; THENCE
N I8 N m a^ I I ` o _ ______ NO2`1318"E 678Q0'; THENCE N31°41'11"E 93.36% THENCE N40°18'10"E 257.79'; THENCE
a I '10 I Z ° 1 ! 1 A f `NRS 4 1 � d \ \ g' N53'53 26"E 35 52', THENCE SO9`26'57"E 58.88'; THENCE S28'54'54"E 132.00'; THENCE
I I v 'I� I 118.7' I ' c\n' N \ o. S48'22"51"E 108.467; THENCES44`49'29"E 215.58'; THENCE S41'16'06 E 537.98'; THENCE
I" I ti �7 3 1 0. o �\ s C\ THENCE S53°32'37"E 195.44'; THENCE S66'02'23"E 284.00; THENCE S01'58'31"W 81A5'
1,9.54' 0• (� ITi m� P76.56' J o. \``j' c, t. `.
I i i �I I°O ' 1 I 00
165 \ \ ��\ \ s4 .'9 �� TO THE POINT OF BEGINNING CONTAINING 14.717 ACRES MORE OR LESS
°' I"�', IF'l w_ I n 1 of v y 1 ( ;,� oses�F ✓
0 0l Io II 1 8 111 o I 1 \ ss 1 8 5� s�%\ \Fogy, OiCyJ` OO[/
z I , 7,3.97 \
12i.69' I ! 115.19'I I� �� 16 6 to. 0•
18 z ss YJl
91 6 O� 6 0��i�..�.'(/\y\\
°!! ' I I ! 70786' �'� I \^ \\ '\s
.23.84BC,\ \
I '
ry z I l =s�f 1 1 �° e/ \\ \
0168
90 \ n
\ � 18 0 102.35' (J LaI m `+ i 78 �O \ \�o\ '��'� \ . , So.
a� o 16 a \ \
I r i f t I a \
C 1. i o� 1 I i S ,CD t 6 T
oxs (--) I I 1 o x'j 11 zi I I \ ro\ a8• \ ^�'. \ \, moo. 3 j �� \X\{w/ .�
/ J I 1 1 ,•"C�� ' ID 1 I �� \ �9s�\ \O. \ \ 15T &'z -7� / \�&�_FSA _ \Sns
0A 4Sy, / (a I „ti,' \ \ \/X\ % U
'b0 l)1�\\ \� 2�_�� \\\ / 01'\4J0 4�1
I ,,.`/°�^� -. A /, ,15.19' ' �•� ID !$"�'� ���\° e ems, \ \\ ` /`' ,' �s. / w _ �a/,��
/ W/ 2 2 I I RHO \ \ \ 90;0' / `O Jo
fir I 11 / a / I \ o\ \\ \ 5s 15��
13X \ > J P
\ 06'
s s. g 3 8 4 I _ 0
q Rom? �.,(J // 'n 2'
1 10' EASEWNT 15n,6n.'_ `", c I I °� 6+.• ;` A '! 1 ` "
I 66, 40' ,ASEMEyT '
j
N 87°3a'4o" w z17.00' 1ss. _e I_o I 61 \ \ \ \ \ 16 2
( _ _ y ^
19 N 84'14'12" W 347.3( 13o.9s'�aAy
I IIn� / /� n
nn
i tea,• �� cy
CURVE 1
CURVE 2
CURVE 3
Delta = 30d12'26"
Delta = 29d45'8"
Delta - 3d57'49"
r1 R Uii• UJ LLn JliVn
fnC UCr:ia,J = Lnc Vnn
RnUU• US 1000.00
Length = 118.62
Length = 116,84
Length = 69A 8
Tangent =60.73
Tangent =59.77
Tangent =34.60
Chord=117,25
Chord=115.53
Chord -69.16
CURVE 4
CURVE 5
CURVE 6
Delta = 11d43'51"
Delta = 39d24'51"
Delta = 38d8'3"
Radius = 756.5G
Radius = 250.00
Radius = 350,00
Length = 154.89
Length = 171.98
Length = 232.95
Tangent =77.71
Tangent =89.55
Tangent =120.97
Chord=154.62
Chord=168.61
Chord =2?8.67
SW'. COR. S4N 1; 4 N� ';
SEC. 27, T-1-N, R-13-W
S 88'21'15" E 217
m 7
/
o3g 4n / .URV y \ \IS' f; 40
w p,
/ 1 �r� CO 1 ml o� !`ll �vi �rn �l �i E'jj \ �(�`�OT7S• \�_ J
O ' ( n`. �4 NIA W �o0 5, I v v bn,�
�y
11 g L; c 87'23'37"N 88'01'29" W 6.31N wW 118.3�T
5.am ® 6 (
ro
1CN r�. 3ow
lM� mnz
D
11.5.01 mad° . Ln N
N 88'07 29' W z
z 7� 140,00' POB
c
00
�
z
S 87'58'33" E 11i22.40'
CERTIFICATE OF ENGINEERING ACCURACY
I, PATRICK M. MCGETRICK_ _ _ HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
S N
2/20/05
------------------------ - --- --- ----
DATE OF EXECUTICN NAAE, ISTERED PROF NAL
ENGINEER No. 456_F__ AR NSAS
CERTIFICATE OF SURVEYING ACCURACY
_ROBERT C LOWE__ 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.
Si ED
2/20/05
DATE OF EXECUTION NAkIf REGItTE AND26RVEYOR
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 LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH
THIS PLAT.
4SSIGD--------- ------------
DAT OF E CUTION Builders, Inc.
2723 Foxcroft Rd. 72227
SOURCE OF TITLE: D.R. _ PAGE
INSTRUMENT No._.��0%___7/0_8;7
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF
THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
�ii ++ SIG D
lllt��
'-_-----------_----------- --- -----------------
DATE OF EXECUTION L.R. PLA ING COMMISSION
CERTIFICATE OF RECORDING
OJ
THIS DOCUMENT, NUMBER AIUL950»_q_98 ILED FOR RECORD 1166-ty? -41 A. IN PLAT
BOOK �iPAGE
ER -----
- F.Ai OWEN, Clot County Clerk & Recorder
NOTES:
1. BEARING DATUM DERIVED FROM PAGIS MONUMENT # 2042
2. IRON PINS (#4 REBAR) SET AT ALL LOT CORNERS
3. LIN1.
EAR L mum OF CLOSURE EXCEEDS I/ i0000 UNIA Ou STCv
4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND UTILITIES
5. ALL DIMENSIONS ON CURVES ARE CHORD DISTANCES.
6. NO PORTION OF THIS PROPERTY LIES WITHIN THE 100 YEAR FLOOD
PLAN Arr n'PF)ING Tr)TuE FLCOD iNS TRANCE PATE pnpP IDANFE _
#0501810Q84 F, DATED OCTOBER 19, 2001
FINAL PLAT', PHASE I
TT� L1 aTTJ1Tn<iT� A �� TT TATTQTn_NT
i�d ' L N VdUU9 tf �1�,�1 iJ)�jLL1T VIki10U1N
LITTLE ROCK, ARKAN,X.S.
nn
#10 OTTER CREEK COURT, SUITE A
LITTLE ROCK, ARKANSAS 72210 uJ i "
PHONE 501-455-8899
BY.. ned
DATE. -
DATE: FEBRUARY 20, 2005-�
\P: \2004 PROJECTS\GREENWOOD ACRES\FINAL PLAT.DWG
G- r�)/)n-fA