HomeMy WebLinkAboutS-1109 Map 2LEGAL DESCRIPTION
FOR THE USE AND BENEFIT OF
HAROLD AND SHIRLEY SMITH
THE HOUSE IS NOT LOCATED IN THE
100 YEAR. FLOOD PLANE.
THE PROPERTY SHOWN ON THIS PLAT
IS LOCATED IN ZONE C, B & Al OF THE
F.E.M.A. MAP PANEL 050179 0380 C
EFFECTIVE DATE: 05-16-83
N
0 40 100 200
LAND SURVEYOR
JCHN C. *LLIAMS
11721 SAMPLES RD.
A EXMDER, AR. 72002
(501)794-3946
SO42596R
FIP R.R_ SPIKE —
SOUTHWEST CORNER,
SW 1/4 SE 1/4.
SECTION 25,
T-1-N, R-14-W,
HAROLD & SHIRLEY SMITH
17111 CRYSTAL VALLEY ROAD, LITTLE ROCK, PULASKI COUNTY, ARKANSAS.
L-1 N37'19'09"W 155.09'
L-2 N21'46'13"W 89.38'
L-3 N04'43'49"W 89.71'
I
p cPA SE 1
�90 sp9` TECTI
NORTHWEST CORNER,
SE 1/4 SE 1/4,
61 L
SECTION 25,
p91�
T-1-N, R-14-W,
�<�
BASIS OF BEARINGS
\
S 89'46'0" W 982.36'
2.50 ACRES C20^HOUSEEXISTING is
o N 89'46'0" E STG. BLDG.
\\ , SIP
m SIP 1/2" 1 665.89' k •g�1G
— —
- P.O. .
N
REBAR &CAP TRACT A DOG PIN
2.50 ACRES.
S 89'45'0" W
O1 _
FIP 1/7',
SIP 1/2"
REBAR
REBAR &CAP
w 8.37 ACRES
i0
°
�00 AREA LOCATED IN ZONE B:
AREA LOCATED IN ZONE Al ZONE C
N b / FLOOD ELEVATION 380'
STG. BLDG.
M......
GR'
:,:
FENCE 2.5' ?�
NORTH OF LINE FENCE
r
.REBAR & CAP
'.'.................
'89'49
E 1277.83 f�V((1y
.4N
....
.o.'.....' SOUTHWEST CORNER,
GARAGE
1/4 SE 1/4,
+ _.._.,z
,SECTION 25,
R-14-W,
...
_ ..,._T__1-Nt.
S 89'49'56" W
FIP 1"
PIPE
3'
...'.'..........
� .-,.-.'AREA, LOCATED IN
1278.18'
... 100 YEAR FLOOD
PLANE:
i0
SOUTHWEST CORNER,
6
9E 1/4 SE-1/4,
z
St-CTION 25,
'_ / T-1-N, R-14-W,
S BW53'51" W
249.97'
FIP = FOUND IRON PIN
SIP = SET IRON PIN
SIP = 1/2" REBAR & CAP
S 89"53'51" W
1301.79'
DR.
ST CORNER,
SE 1/4.
25,
R-14-W,
FIP 1" PIPE
310,22' �
L-2
L-3 '
166.1'ti
`moo I
b
z J
FIP 1/2-
REBAR 3'
N �
o
N
b to
z
500 01N 14W 0 25 220 60 1091
PART OF THE NORTH 1/2 OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 25, TOWNSHIP 1 NORTH, RANGE 14 WEST, PULASKI
COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTH-
EAST CORNER OF THE NORTH 1/2 OF THE SE 1/4 SE 1/4; THENCE WEST
315.05 FEET TO A POINT ON THE WEST RIGHT-OF-WAY OF CRYSTAL VALLEY
ROAD TO THE POINT OF BEGINNING; THENCE WEST 979.65 FEET; THENCE
SOUTH 660 FEET; THENCE EAST 1348.9 FEET TO A POINT ON THE WEST
RIGHT-OF-WAY LINE OF CRYSTAL VALLEY ROAD; THENCE NORTHWESTERLY
ALONG SAID RIGHT-OF-WAY TO POINT OF BEGINNING; LESS AND EXCEPT;
THE NORTH 5.0 ACRES OF THE ABOVE DESCRIBED TRACT, AND LESS AND
EXCEPT; THE SOUTH 162 FEET OF THE NORTH 1/2 OF THE SE 1/4 SE
1/4 OF SAID SECTION 25.
LEGAL INFORMATION TAKEN FROM SURVEY PLAT BY OLLEN DEE WILSON
LAND SURVEYOR #215 PLAT DATE: JULY 3, 1986:
TRACT "A' :
A PART OF THE NORTH 1/2 OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 25, TOWNSHIP 1 NORTH, RANGE 14 WEST, PULASKI
COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTH-
EAST CORNER OF SE 1/4 SE 1/4, SAID SECTION 25, AND RUN THENCE
SOUTH 89 DEG. 46 MIN. WEST, ALONG THE NORTH LINE OF SE 1/4 SE
1/4, 310.22 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF
CRYSTAL VALLEY ROAD; THENCE SOUTH 38 DEG. 15 MIN. 59 SEC. EAST,
ALONG THE WEST RIGHT-OF-WAY LINE OF SAID ROAD, 135.01 FEET TO
THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 38 DEG. 15 MIN.
59 SEC. EAST, ALONG SAID RIGHT-OF-WAY LINE, 125.42 FEET; THENCE
NORTH 89 DEG. 46 MIN. WEST, PARALLEL WITH THE NORTH LINE OF SE
1/4 SE 1/4, 1143.49 FEET TO THE WEST LINE OF SE 1/4 SE 1/4;
THENCE NORTH 00 DEC. 02 MIN. 36 SEC. WEST, ALONG SAID WEST LINE
OF SE 1/4 SE 1/4, 98.79 FEET; THENCE SOUTH 89 DEG. 46 MIN. EAST,
PARALLEL WITH THE NORTH LINE OF SE 1/4 SE 1/4, 1065.89 FEET TO
THE POINT OF BEGINNING; CONTAINING 2.50 ACRES, MORE OR LESS.
SIP 1/2" REBAR; 2.1
SOUTH OF CORNER
SIP 1/2"
REBAR & CAP
SOUTHEAST CORNER,
N 1/2 SE 1/4 SE 1/4,
SECTION 25, .
7-1-N, R-14-W,
j FIP R.R. SPIKE,
SOUTHEAST CORNER,
SE 1/4 SE 1/4,
SECTION 25,
T-1-N, R-14-W,
FIRE HYD; N85'38'W-61.9'
36" POSTOAK; N46'18'10"E-54.2'
I, JOHN WILLIAMS REGISTERED
LAND SURVEYOR NO. 1091.
CERTIFY THIS PLAT TO BE
A CORRECT REPRESENTATION
OF THE PROPERTY SURVEYED
BY ME OR UNDER MY
SUPERVISION ON 04-25-96