HomeMy WebLinkAboutS-1102 Map 3BASS OF.:BEAR NGe
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
82
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 =
345,556.9173
Sq..•Feet or
m
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 j 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 _-0'16'01.53"
SCALE FACTOR = 1.00005488
nd. h /2" Rebar #57
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ONE-STORY W/F
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oo -74- 6301 Dan Glover I
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Fnd. 1/2" Rebar #50
LEGAL DESCRIPTION
ALL THAT PART OF THE SW4 NE4 AND THE SE4 NW4 SECTION 25, T-1-N, R-14-W,
PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING
AT A IRON STRAP ACCEPTED AS THE NW CORNER OF THE SW4 NE4, 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 78058'55"W 333.83 FEET TO
A FOUND ONE HALF INCH REBAR IN THE WEST LINE OF SAID SW4 NE4, 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.
l a t cis I .'ll ��-� �i�
S 88036'53" E 633.43'
G�AVE�
PAR'��NG
We]
Shed
Conc. pad
IL.®t .d Containing
215,192. SgFt.
4.9401 Acres
Sho
N 88039'29" W 631.39'
Fnd. Iron Strap #39�
NORTHEAST CORNER
SE 1/4 NW 1/4
SEC. 25, T-1 -N, R-14-W
Fnd. 3/4" Pipe #
1 0.02'----
Set 1/2" Rebar #83-/
Fnd. 1/2" Rebar #4
CD
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CERTIFICATE OF FINAL
�� ��
SURVEYING ACCURACY
I, BEN KITTLER, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY
POWER POLE
0
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONU-
LI G HT POLE
+
MENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE,
SIGN
4
TYPE AND MATERIAL ARE CORRECTLY SHOWN.
WATER VALVE/METER
..
z/zs/lsss SIGNED_'
SANITARY SEWER MAN -HOLE
-®
DATE OF EXECUTION BER KITTLE , JR,, PLS NO. 568, ARKANSAS
TELEPHONE PEDISTAL
�
CERTIFICATE OF FINAL
FIRE HYDRANT
f
ENGINEERING ACCURACY
GAS METER
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
�-
SUBDIVISION RULES AND REGULATIONS HAVE B N C MPLI WITH.
HANDICAP PARKING
BASELINE POINTS
n
2/29/1996 SIGNED I lipez
CONCRETE
CONIC.
E E RICK, EGISTERED ENGINEER
DATE OF EXECUTION NO. 3253 , ARKANSAS
GUY WIRE ANCHOR-G.W.A.
CERTIFICATE OF FINAL
POINT OF BEGINNING-P.O.B.
PLAT APPROVAL
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 k)oya
NAME
Oe fxr !8, l99G
DATE 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 OFF,
P TT
LA ED AND SUBDIVIDED, AND DO HERBY LAY OFF, PLAT AND SUB-
DIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT.
SIGNED ' r pry�O/
2/29/1996/V ���
DATE OF EXECUTION NAME Y�
SOURCE OF TITLE: DEED BOOK 1414,PAGADDRESS E 621�I C II�TITY l�II�I� 1"
INSTRUMENT NO. ���
-
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FORT REC RD ,1996
IN PLAT BOOK - PAGE
SIGNE `
NAM Clerk
CLERK
FLOOD INFORMATION
THIS SURVEY IS LOCATED IN FLOOD ZONE "C" AS SHOWN ON COMMUNITY
REBAR #37/PAGIS DATA PANEL NUMBER 050179-0380 C, DATED MAY 16, 1983, AND IS NOT WITH -
TN THF. nP..CTr: 3ATVT) inn V1a:ATi FT.nnT) pT.ATrT
NAD-83, NORTH ZONE 0301
N 132,650.06725 °°p0 °O•.
E 1,174,983.86932 •.••• RCU/�•••.�
LAT. 34'41'48.81312"'-.
LONG. 93'27'24.81117
CONVERGENCE _-015'57.11"
SCALE FACTOR = 1.00005488 S Q ('`• -� a I
ELEVATION = 430.40''
•. � � a+ a �,
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E
85°32'59 636.93' Fnd. 1" Pipe #1 0r`2
Set 1 /2" Rebar
Tray. Pt. #9
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IL ®t 2 Con taasneng
130,370. Sq.Ft.
2.9929 Acres
00
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0
nd. 1" Crimphead Pipe #40
Fnd. 1 /2" Rebar #
W 333.g3
N 85°32'S9" W --�
31 70'
Fnd. 1 /2" Rebar #80-
Tray. Pt. #10 Fnd. 1/2" Rebar #15-
=LAND OF--
COLEMAN
Fnd. 1" Pipe #2
Fnd. 1 /2" Rebar #2
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