HomeMy WebLinkAboutS-1377-A Map 1y'SN"6 cn
ti
J
93
H.3CID
rn
/ s
cjoF a.
PvJ01
N
. c.
191 SR
8•
/ - 19 0 22s
°SIGN EASEMENT
R=30'
M 18 9
25> SE
/ \ CURVE
97
0 9
awe? 2>y i HERNDON rz7.sa' Ease Ek 92
�EgsE _ RD. 60> s
I
S 79'2 p4 9,, ---.. /w `/ SEMENT
Aa9 s2t
SIGN E
S
CURVE
188
20IN EM�MT
6.
v 7 \
�' CUUVE 'P.� ' 25' 6• t N Of
N N
N I - 120.54' w 9.
4 J \
779.45'
M j 1 15 ►C 16 I CUBE�� 1 186 tia \ASS
3 a'
C0i Io I I \a I I rn ^� \
D I 722.2 a I 1185
\
c) I I ��
CERTIFICATE OF ENGINEERING ACCURACY
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.
---2/20/05-------- -
DATE OF EXECUTION NA E, STERED PROFEE` NAL
ENGINEER No. 4566__ AR NSAS
CERTIFICATE OF SURVEYING ACCURACY
1 "=60' I, _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.
o so 10o iso SI ED
2/20/05
DATE OF EXECUTION NAM REGI E LAND RVEYOR
No.j2 ____ ARKANS
---�-_ _. - - --= 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.
SIG D
........
---
DAT OF EXECUTION & S Builders, Inc.
2723 Foxcroft Rd. 72227
SOURCE OF TITLE: D.R. ___ _ PAGE
.�a6J--
INSTRUMENT No._07re-6 %
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.
SIGpf D
PROPERTY DESCRIPTION lt�DS
------------------------ --- ------------
PART OF THE SW 1/4 NE 1/4 AND PART OF THE NW 1/4 NE 1/4, SECTION 27 T-1-N, DATE OF EXECUTION L.R. PLA ING COMMISSION
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, CERTIFICATE OF RECORDING
a5
ALONG THE SOUTH LINE OF SAID SW 1/4 NE 1 A 217.0'; THENCE S87°58'33"E 1122.40' THENCE THIS DOCUM NT, NUMBER at)`95b/?"/981LED FOR RECORD IYAO-1 d-'4rT4, IN PLAT
N01°58'31"E 1227.61' TO THE POINT OF BEGINNING THENCE N88'01'29"W 140.0; THENCE BOOK �PAGE
90 rn e N01°58'31E 4928'; THENCE S87°23'37"W 118.37'; THENCE N84°49'58"W 5008; THENCE N 88°01'29"W SIG
! 5 rn \ s 116.31% THENCE N085437"E 72.78; THENCE N53°32'37"W 84.48; THENCE N41°16'06"W 87.21%
177.56' r I 1 0`'( 118.72'\O-
9 5 ,� b ` F, s THENCE N4843'S4"E 11,-.0'; THENCE S41°16'06"E 9.82'; THENCE S41°01'16"W 161.10; THENCE
I i o C� Iw 1 4 ICI I 1 ! I =• 47' "�z4s \' \ > Aa N47°01'24"W 83.36'; THENCE N84°14'12"W 347.39'; THENCE N87°30'40"W 217.00'; THENCE LER
° I O C I„ co i N ! I I� v,. o o NO2'13'18"E 678.00; TF,ENCE N31'41'11"E 93536': THENCE N40°18'10"E 257.79'; THENCE
a o1y 4 1 o z Iy I� I I s S�. N53.53'26"E 35,52'; THENCESO9'26'57-E 58.88'; THENCE S28.54'54"E 132.00'; THENCE
- � i1a.7 • I UNi I J <I 84 `\ \sso C . S48'22'51 "E 108.46 THENCE S44'49'29"E 215.58'; THENCE S41'16'06"E 537.98'; THENCE pAlr IEN, Circ County Clerk & Recorder
1I` Z zI I 0 yo \ \ s� THENCE S53`32'37"E 195.44'; THENCE S66.02'23"E 284.00; THENCE S01'58'31"W 81.15'
w 119.54' � �� i16.5s' 1 ,~I \ o• ,\ �\ \ �'SI �� /p TO THE POINT OF BEGINNING CONTAINING 14.717 ACRES MORE OR LESS
�o i I m' I Qo U 16 5 \\ s °
U I I orn ,m W I '� 13 o I'
I� I 18 D I I yj ' N 183 sF\\ �� °
m so"F°/ O
O1 5 I Io
z ' O.I 97 175.79' I I 166 �\ 90.0°� O
(u.j \ \\
�nI If9ml WI u ! 1 1� I�� a� 3j 9,5\\\`\ 5� \\�\9`IUC
�91 6
o s' 7o7.E6 I j �,
73,A4, 1(9
i , \
EA
I-
z l a l s. I o 4 0 \ d
I '� 1 k� \e1>' / ss0 \ \\ �C1' 16 8 �r \ 4 r
1 ' I h ryo b' Ry X \ \ 11 eJ I 1 6� °\
io2.35' I o 7olI' 1 1�; Q \°\. ''
-,ice \\1�G/�T' Z 100 kLtl I /� \,/.� ;x \ d. ° s �//
164
`\\l\ \ x> \ o \ \, v/ '�`"''4\ °' s \ / ���
j' \ \ \ n. 5
ICI �� A �9v' IaQ I(,n I�� I1 �U. `�6•C\\ OS \\�/� �j 1�8
I°1 f �/ \\ - / /� �D'IEA R€NT I Im !� �3I ! Rio sc�h W ��\ ,�Y✓ \ 7� n�� h� F_ \
i .\hi i_ _ _ _% l J i i �3 ' 1 ` \ T \ o• d \ \ c.P' o 'S
I `" s\ o \
715.ts' !� �C� l�� t a ?£ Xi 1 Z �cI \°s , \ s_ \ \ . �'
And,/
l0'EASENEkT 750.6p' q' '4i1. J / i-. I 1 i. �.C'/ 7�"? 'Os. I 106
s,
ss.4o' / 16B seNE�T 1 161
b 1 9 8 �!� s; a r\ 16 F
N 87°30'40" W 217.(0' I - - ¢s\ /^�'� / \ \ "
19 4°14' - - //
N 8 12" W 347.39' 730.99'In' \ /
CURVE nA.TA G/�R
CURVE 1
CURVE 2
CURVE 3
Delta = 30d12'26"
Delta = 29d45'8"
Delta = 3d57'49"
Radius = 225.00
Radius = 225.00
RadIUS = 100^V.00
Length = 118.62
Length = 116,84
Length = 69,18
Tangent =60.73
Tangent =59.77
Tangent =34.60
Chnrd =117,25
Chord=1.15.53
Chord =69.16
CURVE 4 CURVE 5 CURVE 6
Delta = 11d43`51" Delta = 39d24'51" Delta = 38d8""
Radius = 756.50 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 =228.67
0
SW" COR, SW 1 j =, NE 1/4
SEC. 27, T-1-N, R-13-W
STATE PLANE CORDINATES
NORTHING
EASTING
1
132883.616
1196353.821
2
132730312
1196505.792
3
132396.354
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
i 1
132071,005
1196851.972
12
132142.904
110-6863.244
13
132193.100
1196795.300
14
132258.652
1196737.775
15
132182,800
1196651.338
16
132175.422
1 196-057.81 1
17
132053.880
1196552.077
18
132110.708
1196491.086
19
132145.593
1196145.456
20
132155.017
1195928,660
21
132832.507
1I --,4.943
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
y
35
w1 1) I✓ o.38 1 r UR\ o �7 \�\Is wr ro 3 v 2g400
ro a �I ?
to Nj'� 175
O01
Nil
tI_ " 00
S
N 88'01'29" W 116.31" N R�a'J8„ eplS 872337" W
6 6 R�k�~(�s'V 4I��
� 50.08' �W w i I m r v� �I -Z
t1177 t �.11 �N I � M
z N 88.01'29" W 140.00" POB 6
u �
- I o
S 88'21'15" E 217.00' S 87"58'33" E 1122.40'
NOTES
BEARING DATUM DERIVED FROM PAGIS MONUMENT # 2042
SIN
lotn f V ' •fO'iJ J6
Rf
2. IRON PINS (#4 REBAR) SET AT ALL LOT CORNERS
3. LINEAR ERROR GF CLGSURE E CEEuS ij10000 UiJACJUSTED
4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES
5. ALL DIMENSIONS ON CURVES ARE CHORD DISTANCES.
6. NO PORTION OF THIS PROPERTY LIES WITHIN THE 100 YEAR FLOOD
PLAIN, ACCORDING TO TuE EL nnn INSURANCE RATE !AAP, PANEL
#0501810084 F, DATED OCTOBER 19, 2001
�L`�NAL T, PHASE' �
D 1� -1t nTl nnn A ODL, Q QT�TDnTATTQT 7KT
lox 1 1j i k kJ Jj �� 1 RVJ aJ 1 1✓I j-j 1 V 1 t✓ j-J N
LF 1 YLE C K, AR AN S AS
PHONE 501-455-8899 v7LA)
BY:
DATE: I I IOS
DATE: FEBRUARY 20, 2005
\P:\2004 PROJECTS\GREENWOOD ACRES\FINAL PLAT.DWG