HomeMy WebLinkAboutS-1102 Map 6BASIS 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
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 =
345556.9173
Sq.
Feet or
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 _-0'16'01.53"
SCALE FACTOR = 1.00005488
FT,FVATION = 414.09'
'--Fnd. i/2" Rebar #57
W
I ONE-STORY W/F
Lf) I Native Stone Trirr
00 d- 16301 Dan Glover I
n O 1
O n
BRA
Tray. Pt. #36--�j
I
to
Fnd. 1 /2" Rebar #50
LEGAL DESCRIPTION
ALL THAT PART OF THE SW4 NEI AND THE SE} NWj 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 SW} 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 78058'55"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 88°39'29"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.
7S329 Acres
S 88036'53" E 633.43'
GRP�EL
PAR`��NG
Wei�
Shed
Itc
Conc. pad
1
IL®t I! Containing
215,192. SgY1.
49401 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
07
1
L0
CV
O
Fnd. 3/4" Pipe #
Set 1 /2" Rebar #83-�
Fnd. 1/2" Rebar #4
0)
w
zl
w
CERTIFICATE OF FINAL
LE GE NQ
SURVEYING ACCURACY
I, BEN KITTLER, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY
POWER POLE
O
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONU-
LI G HT POLE
+
MENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE,
4..
TYPE AND MATERIAL ARE CORRECT/LY, SHOWN.SIG
N
WATER VALVE/METER
p�
2/29/1996 SIGNED
SANITARY SEWER MAN -HOLE
-®
DATE OF EXECUTION BEN KITTLER, JR., PLS NO, 568, ARKANSAS
CERTIFICATE OF FINAL
TELEPHONE PEDISTAL �
FIRE HYDRANT -
ENGINEERING ACCURACY
GAS METER
I, WILLIAM E. KIRKPATRICK HERBY
SATELLITE DISH
CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY
®
ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
DROP INLET G RATE
SUBDIVISION RULES AND REGULATIONS HAVE B N C MPLI WITH.
HANDICAP PARKING
-
C-\-
n.l -
BASELINE P 01 NTS
�,
2/29/1996 SIGNED WI E. TIRKPATRICK, REGISTERED ENGINEER
CONCRETE--CONC.
DATE OF EXECUTION NO. 3253 , ARKANSAS
GUY WIRE ANCHOR-G.W.A.
CERTIFICATE OF FINAL
POINT OF BEGINNINGP.O.B.
PLAT APPROVAL
J
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) SIGNEDww(�
NAME
(3e her 18 199G
DATE OF EXECUTION L.R. PLANNING COMMISSION
NORTHWEST
CORNER
CERTIFICATE OF OWNER
SW 1/4 NE
SEC. 25, T-1-N,
1/4
R-14-W
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN
DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID
PLATTED AND SUBDIVIDED AND DO HERBY LAY OFF, PLAT AND
AND
OFF,
SUB-
DIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT.
/1 . ./SIGNED l ' 0 _
2/29/1996 � 4 - ✓
DATE OF EXECUTION NAME '`-�
ADDRESS
SOURCE OF TITLE: DEED BOOK 1414,PAGE 621
INSTRUMENT NO. 96 Fi5a2�
CERTIFICATE OF RECORDIN�Gy
THIS DOCUMENT, NUMBER FILED FOR REC RD ! -1 - ,1996
IN PLAT BOOK f PAGE
SIGNE z
mVCjrcuAaunjy Clerk
NAM 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-
IN THE DESIGNATED 100 YEAR FLOOD PLAIN.
NAD-63, NORTH ZONE 0301
N 132,650.06725
-E 1,17 983.86932
LAT. '4741'48.8131Z'
LONG. 92' 27' 24.81117'
CONVERGENCE _-0'15'57.11"
SCALE FACTOR = 1.00005488
S 85°32'59" E 636 93'
Set 1 /2" Rebar
Tray. Pt. #9 �
0-)
O
O
IG®t 2 Contains
130,370. SgFt.
299Acres
r0S0Org
--
1" Crimphead Pipe #40
Fnd. 1 /2" Rebar
333.83
;r
�,•G C
clFlU/j
9
Fnd. 1" Pipe #1
0
N 85"32'59"
W 317.70
Fnd. 1 /27 Rebar #80-
Tray. Pt. #10 Fnd. 1/2" Rebar #15-
=LAND OF=
COLEMAN
VICINITY MAP 1" = I000'
Fnd. 1" Pipe #20�
Fnd. 1 /27 Rebar #2
z 'o Y/,/tz
\�t j
334.03
N � 8 5�--
Tray. Pt.
Na,�9
ISTE,� -IN
STATE OF
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