HomeMy WebLinkAboutS-1102 Map 4BASIS OF BEARING:
NAD-83 GRID NORTH, NORTH ZONE
Point
---------------------------------
Quad Direction
Distance
Start
37
IN
SE
85
32
58.8
636.9342
11
IN
SW
2
20
10.2
40.0382
15
IN
NW
85
32
58.8
317.6988
sz
IN
SW
1
14
18.2
300.9410
29
IN
SW
78
58
54.7
333.8344
41
IN
NE
2
21
18.2
99.8030
40
IN
NW
88
39
28.7
631.3945
50
IN
NE
1
58
51.1
330.4524
57
IN
SE
88
36
53.3
633.4270
37
Area =
345556.9173 Sq.
Feet or
L
Tray. Pt. #3
Northing Easting
132650.06725
1174983.86932
132600.64434
1175618.88315
132560.63945
1175617.25110
132585.29126
1175300.51015
132284.42055
1175294.00619
132220,61823
1174966.32547
132320.33692
1174970.42655
132335.12453
1174339.20522
132665.37947
1174350.62747
132650.06725
1174983.86932
7.9329 Acres
REBAR #57/PAGIS DATA
NAD-83, NORTH ZONE 0301
N 132,665.37947
E 1,174,350.62747
LAT. 34'41'48.93543"
LONG. 92' 27' 32.39524"
CONVERGENCE =-O'16'01.53"
SCALE FACTOR = i.00005488
ELEVATION = 414.09' _
d. /2" Rebar #57
W
ONE-STORY W/F
Native Stone Trim
oo
d
6301 Dan Glover f
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GRq
nd. 1 /2" Rebar #50
LEGAL DESCRIPTION
ALL THAT PART OF THE SWI NEI AND THE SEI NWI SECTION 25, T-1-N, R-14-W,
PULASEI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING
AT A IRON STRAP ACCEPTED AS THE NW CORNER OF THE SWI NEI, THENCE S 02015'53"W
ALONG THE WEST LINE THEREOF 329.66 FEET TO A FOUND 3/4 INCH PIPE, THENCE S
85032'59"E 636.93 FEET TO A FOUND 1 INCH PIPE IN THE WEST RIGHT OF WAY LINE OF
WHIPPOORWILL LANE, THENCE S 02020'10"W ALONG SAID ROAD RIGHT OF WAY LINE 40.04
FEET TO A FOUND ONE HALF INCH REBAR, THENCE N 85032'59"W LEAVING SAID ROAD
RIGHT OF WAY LINE 317.70 FEET TO A ONE HALF INCH REBAR, THENCE S 01014'18"W
300.94 FEET TO A FOUND ONE HALF INCH REBAR, THENCE S 78°58'55"W 333.83 FEET TO
A FOUND ONE HALF INCH REBAR IN THE WEST LINE OF SAID SWI NEI, THENCE N
02021'18"E ALONG SAID WEST LINE 99.80 FEET TO A ONE INCH CRIMPHEAD PIPE,
THENCE N 88039'29"W 631.39 FEET TO A ONE HALF INCH REBAR IN THE WEST RIGHT OF
WAY LINE OF DAN GLOVER ROAD, THENCE N 01058'51"E ALONG SAID ROAD RIGHT OF WAY
LINE 330.45 FEET TO A FOUND ONE HALF INCH REBAR, THENCE S 88036'53"E LEAVING
SAID ROAD RIGHT OF WAY LINE 633.43 FEET TO THE POINT OF BEGINNING, CONTAINING
7.9329 ACRES OF LAND, MORE OR LESS.
S 88°36'53" E 633.43'
WeI l-,
Shed
Conc. pad
tc,®t Il Containing
215,192. SgFt.
4-WI Acres
GRAVEL
PA,Ry(NG
N! 88039'29" W
Sho
6311.39)
Fnd, Iron Strap #39-
NORTHEAST CORNER
SE 1/4 NW 1/4
SEC. 25, T-1 -N, R-14-W
10
Ln
L0
I
of
;r
Fnd. 3/4' Pipe #3
10.02'--��
Set 1 /2" Rebar #83_�
Fnd. 1 /2" Rebar #4
a7
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i
CERTIFICATE OF FINAL
LEGEND
SURVEYING ACCURACY
I, BEN KITTLER, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY
POWER POLE
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONU-
LIGHT POLE
+
MENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE,
4
TYPE AND MATERIAL ARE CORRECTLY SHOWN.
SIGN-
WATER VALVE/METER
►�
2/29/ 1996 SIGNED
- -
SANITARY SEWER MAN -HOLE
-®
DATE OF EXECUTION B HITTLE JR., PLS NO_568, ARKANSAS
TELEPHONE PEDISTAL
:�'
CERTIFICATE OF FINAL
FIRE HYDRANT
ENGINEERING ACCURACY
GAS METER
I, WILLIAM E. KIRKPATRICK HERBY
SATELLITE DISH
CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY
DROP INLET GRATE
®
ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
b�
SUBDIVISION RULES AND REGULATIONS HAVE C MP WITH.
HANDICAP PARKING
LN
BASELINE POINTS
�
2/29/1996 SIGNED E . Td'RKPAITRICK, REGISTERED ENGINEER
CONCRETE
C O N C .
DATE OF EXECUTION NO. 3253 , ARKANSAS
GUY WIRE ANCHOR-G.W.A.
CERTIFICATE OF FINAL
POINT OF BEGINNING-P.O.B.
PLAT APPROVAL
I
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO
A FINAL PLAT HAVING BEEN FULFILLED, APPROVAL OF THIS
PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF
SAID RULES AND REGULATIONS.
(�
(DATE) SIGNED
NAME
& bar 16 /99C,
DA E OF EXECUTION L.R. PLANNING COMMISSION
NORTHWEST
CORNER
CERTIFICATE OF OWNER
SW 1/4 NE
1/4
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN
AND
SEC. 25, T-1
-N, R-14-W
DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID
PLATTED AND SUBDIVIDED AND DO HERBY LAY OFF PLAT AND
OFF,
SUB-
DIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT.
SIGNED
2/29/1996✓rJl ✓��� �'
DATE OF EXECUTION NAME
ADDRESS
SOURCE OF TITLE: DEED BOOK 1414,PAGE 621
INSTRUMENT N0. cjb fi;���
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR REC RD-1 1996
IN PLAT BOOK PAGE
SIGNE!a�
�
Clerk
NAM _ CLERK
FLOOD INFORMATION
THIS SURVEY IS LOCATED IN FLOOD ZONE "C" AS SHOWN ON COMMUNITY
PANEL NUMBER 050179-0380 C DATED MAY 16 1983 AND IS NOT WITH
REBAR #37/PAGIS DATA IN THE DESIGNATED 100 YEAR FLOOD PLAIN.
NAD-83, NORTH ZONE 0301
N 132,650.06725
E 1,174,983.86932
LAT. 3 :41'48.81312"
LONG. 92' 27' 24.81117'
CONVERGENCE _-0'15'57.11"
SCALE FACTOR = 1,00005488
3 8503259,, E 636.93'
Set 1 /2" Rebar
Tray. Pt. #9
m
0
CD
t 2 Containing �
130,370. Sq.F't.
f 2.9929 Acres 00
0
d. 1" Crimpiead Pipe #40
SO'5
Fnd. 1 /2" Rebar #2
333.8
0A
r RCv/�
VICINITY MAP 1" = 1000'
a
a
SKI OWs
•°.......... 0 s
Fnd. 1" Pipe #1 Y2
N 8532'59"
W
317.70'
Fnd.
Tray. Pt. #10 Fnd.
1/2"
1/2"
Rebar
Rebar
#80-
#15--
N -7
=LAND OF
COLEMAN
Fnd. 1" Pipe
Fnd. 1 /2" Rebar #2
334.03,
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