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R`55• CURVE # 1 CURVE # 2
S�7836•42.. A = 27°10'45" A = 56'20'19„
R 387,321 07 R = 145.66 R = 155.69
N 69 S L = 69.10 L = 153.09
J
�� �1. p!S'P\� T = 35.21 T = 83.37
tea, �. Ste, C = 68.45 C = 146.99
PT .0
N 85`38'/�3~� ty O S C%`
27.70' AAA
/-P= 25' N 5 • Jr.
F
60.7
O \ Ft/T `' 60
Lu
.T, S.
\ \88• A SOS., �
M \\ o 60 2R N a 56, J� F
d. 7635 Is 10
N \ � \ \SF s ���a
O
Z 4/3 \ \�2A 7s•, 07 sro
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,` LOT
1.521 ACRES �
R-_ 25 dL�
Q� C-7
SW COR., N 1/2, NE 1/4, '
SECTION 5, T-1-S, R-13-WCj
S 83*25*46" c 5y C013. ry
i
E 689.04' (� _
P0s - - - - -- --- _ 3 102 �`
N 0471037" E'D17 is UTILITY & DRAINAGE b+ - - �t
14.40• EASEMENT vl �.} /
N 83 54 CO to
N 816 26 W 100.001 W s N 83'40.46 yy N
100.00' ' 14 N 83015.46•• W
62.47' 13)
0
STATE PLANE CORDINATES
NORTHING
EASTINC
1
121867.867
1185475.909
2
122200.939
1185501.305
3
122207.053
1185517.710
4
12 2189.861
1185603.061
5
122169.840
1185621.017
6
122110.726
1185679.259
7
122074.053
1185717-967
8
12 2008.956
1185824.543
9
122017.260
1185858.909
10
122012.047
1185867.443
11
121920.819
1185811.721
12
121886.911
1185761.713
13
121822.8.33
1185751.867
14
121830.161 1
1185689.828
15
121841.171
118 559 0.436
16
121851.775
1185491.000
17
121853.506
118547 4.814
PROPERTY DESCRIPTION
NOTES:
1. BEARING DATUM DERIVED FROM PAGIS MONUMENT #2070
2. IRON PINS (#4 REBAR) SET AT ALL LOT CORNERS
3. LINEAR ERROR OF CLOSURE EXCEEDS 1/10000 UNADJUSTED
4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES
5. NO PORTION OF THIS LOT LIES WITHIN THE 100 YEAR FLOOD
PLAIN, ACCORDING TO THE FLOOD INSURANCE RATE MAP, PANEL
# 050181 0020 E, DATED NOVEMBER 3, 1993
N
1" = 40'
0 40 80 120
PART OF THE N 1/2, NE 1/4 AND PART OF THE S 1/2 NE 1/4 OF SECTION 5, T-1-S, R-13-W
LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS
COMMENCING AT THE SW CORNER OF THE N 1/2 NE 1/4 OF SECTION 5; THENCE S 83'25'46" E
ALONG THE SOUTH LINE OF SAID N 1/2 NE 1/4, 689.04' TO THE POINT OF BEGINNING; THENCE
N 04'21'37" E 334.04' TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF
25.0': THENCE IN A NORTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE LEFT TO
THE POINT OF TANGENCY THERE OF (SAID CURVE SEGMENT HAVING A CHORD BEARING AND DISTANCE
OF N 69'33'27" E 17.51') SAID POINT ALSO BEING THE POINT OF CURVATURE OF A CURVE TO THE RIGHT
HAVING A RADIUS OF 55-0'; THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE
TO THE RIGHT TO A POINT WHICH IS S 78'36'42" E 87.07' FROM THE POINT OF CURVATURE, SAID POINT
BEING THE POINT OF CURVATUURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 50.0'; THENCE IN A
SOUTHEASTERLY DIRECTION ALONG THE ARC OF A SAID CURVE TO THE LEFT TO THE POINT OF TANGENCY
THERE OF (SAID CURVE SEGMENT HAVING A CHORD BEARING AND DISTANCE OF S 41-53'08" E 26.89"),
SAID POINT ALSO BEING THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 185.68"
THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE RIGHT TO THE POINT
OF TANGENCY THERE OF (SAID CURVE SEGMENT HAVING A CHORD BEARING AND DISTANCE OF S 44'34'28" E
82.99'), SAID POINT ALSO BEING THE POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS
OF 115.66'; THENCE IN A SOUTHEASTERLY DIRECTION ALONG SAID I CURVE TO THE LEFT TO THE POINT OF
TANGENCY THERE OF (SAID CURVE SEGMENT HAVING A CHORD BEARING AND DISANCE OF S 46-32-46" E 53.32');
THENCE S 58'35'01" E 124.88' TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT,, HAVING
A RADIUS OF 25'; THENCE IN A NORHEASTERLY DIRECTION ALONG THE ARC OF SAID CURVE TO THE LEFT
TO THE POINT OF TANGENCY THERE OF (SAID CURVE SEGMENT HAVING A CHORD BEARING AND DISTANCE
OF N 76'24'59" E 35.36'; THENCE S 58'35'01" E 10.0' TO A POINT ON THE WEST R/W LINE OF ARKANSAS
HWY 5 (STAGECOACH ROAD); THENCE IN A SOUTHERLY DIRECTION ALONG THE R/W OF SAID HIGHWAY
THE FOLLOWING COURSES: S 31'24'59" W 106.90% S 55'51'37" W 60.42'; S 08'44'08" W 64.83"
THENCE N 83'15'46" W 62.47'; THENCE N 83'40'46" W 100.00'; THENCE N 83'54'46" W 100.00': THENCE
N 83'53'46" W 16.28'; THENCE N 04'21'37" E 14.40' TO THE POINT OF BEGINNING, CONTAINING 2.183
ACRES, MORE OR LESS.
n
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LAIW
CERTIFICATE OF ENGINEERING ACC "ACY
-PATRICK __ M_CGETRICK___ HEREF CERTIFY THAT THIS PLAT _ RPECT�,
M �____.
REPRESENTS A PLAN MADE BY ME_AND THAT THE NGINEERING REOUIREMENTS +"'` THE
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS LAVE BEEN COMPLIED WITH.
SIG �
9/18/0'
DATE OF EXECU jN NAME, I L l'ISTER D PPOFESSIONAL
ENGINE[ ^ No. 4.�'_5__. ARKANSAS
CERTIFICATE OF SURVEYING ACCI V`,Y
--ROB_ERT_C_LOWE HEREF ERTIF' THAT THIS PLAT CORP.ECTL'+
REPRESENTS A BOUNDARY SURVEY MADE BY ME A' BOUNDARY MARKERS SHOWN HFF-')N
ACTUALLY EXIST ANP THEIR LOCATION, TYPE AND I TERIAL ARE CORRECTLY SHOWN
- D
--- 9/18/01------------ P-
DATE OF EXECUTION N , aSTERED LAND URVEYOR
No.j_�-__ _-_ ARKANSA
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED OWNERS OF THE REAL ESTA SHOWN AND DESCRIBED HEREIN,
DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLA IED, AND SUBDIVIDED, AND DO
HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL :-STATE IN ACCORDANCE WITH
THIS PLAT.
19)EITTI&N01 _______
----- -----
DATE 0 EX
SOURCE OF TITLE: D.R- _ _ _ _ PAGE
INSTRUMENT No .2MO-0391Ct&X
SIGN �
NAME STA;)COAC VILLAGE LLC
ADDRES 61:9,2,2 5"eeCvACM 1r,.�c01)9
CERTIFICATE OF FINAL APPROV
PURSUANT TO THE LITLE ROCK SUBDIVISION RULES ND REGUALTIONS. AND ALL OF
THE CONDITIONS OF APPROVAL HAVING BEEN COME -TED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTEI UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
SIGNED
o
------------- -- Xl
LR. PLJNING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER ,, � 1� I�`� LED FOR RE( ')RD ��' k d +9'2: ; IN F L 4 T
:IGNS%;,
ERL,
FINAL PLl T
LOT 4, STAGECOACH VILLAGE
LITTLE ROCK, AF KANS AS
►1�1cC=�� T-1Z1
319 E. MARKHAM (MARKET ROW) #202, 15.'6 PLAZA PLACE, #3,
LITTLE ROCK, ARKANSAS 72201 SPRIN( DALE, ARKANSAS 72765
PHONE 501-223-9900 PHONE 501-872-8282
DATE: SEPTEMBER 18, 2001
FINAL PLAT
4Si 8d
BY:DAT2� G
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