HomeMy WebLinkAboutS-1273-B Map 1a
R_5 , CURVE # 1
S 78365
�25� •' E 42.,E '.
87. A = 27'10'45
R 3 2"I 07� R = 145.66
N 69� S L = 69.10
(z 11 5*1 R!. 'PT = 35.21
do. C = 68.45
PT O ���8•.
N 85'38 ``' i yy 2 `S` 5 )tN
2 7. 70' � AJr. �p
= 25' Av
60
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LOT
L 521 ACRES
SW COR., N 112, NE 1/4,
SECTION 5, T--t-S, P-13-W
S 83'25.46"
E 689.04'
--� P68 --
V _ --
N 04'21037" E
16
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14.40. N 8353'46" W 83 54'46" W
100.00'
16-28'
CURVE # 2
A = 56'20'19"
R = 155.69
L = 153.09
T = 83.37
C = 146.99
S S83
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N 83'40'46" W N v�
100.00, N 83015'46" W
62.47'
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TpT:_ pl ANIF CORDINATFc
Nljk',0N ; EASTING
1
121867
867
1185475
909
122200.939
1185501.305
3
122207.053
1185517.710
4
122199,861
118-9603.061
S
122169.840
1185621.017
6
122110.726
1185679259
122074.053
`
1185717-967
8
122008,956
1185824.543
9
122017
260
1185858.909
10
122012.047
1185867.443
11
121920.819
1185811.721
1-
121886.911
1185761.713
13
121822.833
1185751.867
14
121830.161
1185689.828
15
121841171
1185590.436
16
121851.775
1185491.000
17
t2i853.506
1185474.814
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
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,[^1PF PARTICULARLY nFcrp:PFP Ate,
COMMENCING AT THE SW CORNER OF Tt L 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 78'36'47' 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 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 1^4.88' 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.
CERTIFICATE OF ENGINEERING ACC' 2ACY
✓ Ali:iANISAS
PATRICK-M.-MCGETRICK ------ HEREF CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME, AND THAT THE NGINEEPING REQUIREMENTS OF THE
P F L LITTLE ROCK SUBDIVISION RULES AND REGULATIONS LAVE BEEN COMPLIED WITH.
►NCEB 1
Na -66 <<c�►►► SIGN/
/ck ����� 9/18/01
- M. Mom,/ ----------- ------------ --�'�----��%-�- ----
��^^" DATE OF EXECU IN NAME, I Ec'ISTER-D PROFESSIONAL
ENGINU ^ No. 42(&-- ARKANSAS !
7RTIFICATE OF SURVEYING ACCI nr;
;'Ep? `'•• __ROBERT C-OWE _ HERE[ ERTIFY HAT THIS PLAT CORRECTLY
.•.•••. r� cEPRESENTS A BOUNDARY SURVEY MADE BY ME At BOUNDARY MARKERS SHOWN HEP-ON
"`.II[cG ''• •i ACTUALLY EXIST AND THEIR LOCATION, TYPE AND t JERIAL ARE CORRECTLY SHOWN.
i
9/18/01
JPJ_'%l�;TClcvk [`ATE OF EXECUTION NA E, CTEREU LAND URVEYOR
UV�C GA E,v No. fir. _ APKANSA_
.yrn.N••P"
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED OWNERS OF THE REAL ESTA SHOWN AND DESCRIBED HEREIN,
DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLA TED, AND SUBDIVIDED, AND DO
HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL -STATE IN ACCORDANCE WITH
THIS PLAT.
q le
-- SIGNED ----- c--- ------
DATE 0 EX)C d I N NAME STAG COACH VILLAGE -LLC
ADORES r�j�,22 sr�Geco��N /;cdO
,4iTrcc ,P�ca- / /Fel�/lnr'�zzio
SOURCE OF TITLE: D.R. ___ _ PAGE
N;TRUMENT No,2MCk 03*lq&X
CERTIFICATE OF FINAL APPROV L
PURSUANT TO THE LITLE ROCK SUBDIVISION RULES NO REGULLTIONS, AND ALL OF
THE CONDITIONS OF APPROVAL HAVING BEEN COME '_TED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTE[ UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
��°�1_
BATE OF EXECUTION
SIGN-E�DD /
L.R. PL' 'dNING COMMISSION
CERTIFICATE OF PECORDIN(
IN o' A T
1 I \
CLERP
FINAL PLP T
LOT 4, STAGECOAC- I VILLAGE
LITTLE ROCK, AF KANS AS
E N GIONll IRS - PL._f",®UV'' UCIMRIS - S UR%lr- U ®Ilk's
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L'i kOf-J AR)%^N`.P`; 722C1 �PPv
I,HI'NE 501-22�-`I'400
FAT' '-.FPTEMGEF' 1 , ^0Q1
FINAL PLAT
A S' n
BY: z /v -
DATE: Z-& / o
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