HomeMy WebLinkAboutZ-7216 Map 1EDGE OF PAVEh
TAYLOR LOOP R
N 22'33'24" E
40.49'
N 09'05142" W
48.53'
N 26'42'45" W
35.89'
CURVE DATA
RADIUS: 612.21
ARC LENGTH: 2
CHORD BEARIN(
CHORD LENGTH,
EAST BACK OF
CURVE DATA
RADIUS: 442.1 f
ARC LENGTH: 1
CHORD BEARIN(
CHORD LENGTH
TOTE: CONTOUR ELEVATION DATUM
S 4.9' LOWER THAN DATUM FOR
'AGIS MONUMENT 2063-0061
FOUND 1" STEEL ROD IN
LONGLEA ADDN.
586'48'19"E 11.33'
FROM CORNER
FOUND 2" BRASS CAP,
MARKT D "PAGIS
2063-0061" (LONGLEA
ADDITION)
Z
0
N
25
M
7)
In
4
w
J
FOUND 3/4" REBAR Z
(LONGLEA ADDITION)
RICHARUSON INVESIMIENI CURY
(UNIMPROVED)
50' 25' 0 50'
BAR SCALE: 1= 50
FOUND 1/2" REBAR
(LONGLEA ADDITION)
FOUND 1/2" REBAR
FOR LONGLEA ADDN.
14.85' NORTH OF
CORNER
POINT OF BEGINNING
SOUTHEAST CORNER
N� NEY4 SWYe SECTION 19
T -2-N R -13-W
LEGEND
p -Computed point
0 -Found monument
p —gni 15 RB/Plas Cap
0 —Set #5 Rb/Alum Cap
D))— Deeded
M)— Measured
p)—Platted
BASIS FOR BEARINGS: NORTH LINE OF THIS TRACT AS DESCRIBED
IN A DEED FOR ADJACENT PROPERTY, AND RECORDED IN
INSTRUMENT #89-48031
1 229,363 SQUARE FEET, OR 5.265 ACRES, MORE OR LESS.
PART OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER (N1/2 NEI/4 SWI/4) OF SECTION 19,
TOWNSHIP 2 NORTH, RANGE 13 WEST, IN LITTLE ROCK, PULASKI
COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE SAID N1/2 NEI/4
SW1/4, A SET 5/8" REBAR AND CAP; THENCE ALONG THE SOUTH
LINE OF THE N1/2 NE1/4 SW1/4 S88'16'09"W 424.56' TO A
SET 5/8" REBAR AND CAP ON THE EAST RIGHT OF WAY (R.O.W.)
OF THE NEW ROAD; THENCE LEAVING THE SOUTH LINE, ALONG
THE EAST R.O.W. FOR THE FOLLOWING FIVE CALLS, ALONG A
NON -TANGENT CURVE TO THE NORTH, CONCAVE TO THE EAST,
WITH A RADIUS OF 442.18' AND LENGTH 100.46', FOR A CHORD
BEARING AND DISTANCE OF N16'51'02"W 100.24' TO THE
BEGINNING OF A REVERSE CURVE TO THE NORTH, CONCAVE TO
THE WEST, WITH A RADIUS OF 612.21' AND LENGTH 244.58';
THENCE ALONG THE CURVE FOR A CHORD BEARING AND DISTANCE
OF N21'44'13"W 242.96'; THENCE LEAVING THE CURVE
N26642'45"W 35.89'; THENCE N05'05'42"W 48.53'; THENCE
N22'33'24"E 40.49'; THENCE N45'59'53"E 170.89' TO A FOUND
1/2" REBAR; THENCE S00'26'05"E 105.30' TO A FOUND 1/2"
REBAR; THENCE N89'00'06"E 420.38' TO A FOUND 1/2" REBAR
ON THE EAST LINE OF THE N1/2 NEI/4 SW1/4; THENCE ALONG
THE EAST LINE S00032'48"E 447.34' TO THE POINT OF
BEGINNING, ENCLOSING 5.265 ACRES.
- "••.
By affixing my seal and signature. 1 Wlllam W. Hope, PLS
``�'"�GISTE
i�llll '.,•
No, 128, hereby certify that this drawing correctly depicts
a survey compiled under my supervision.
,,, STATE •'
ARKANSAS
NOTE: This survey was based on legal descriptions and
N 120 _
Z///, _ [
title work furnished by others and does not represent a
title search.
0 " ' SIGNATURE "
'8f 4
A portion of the property described hereon Iles within the
�ty43
100 year flood plane, according to the Federal Insurance
Rate Map, panel p 050181 0002 Dated: November 3.
Taylor Roads have been
S
12U; however, Hinson and Loop
relocated since publication of the map and the flood
LA,.•`''
....`
zone now appears to be across the road.
HOPE ENGINEERS, Ince
203 Lillian Street
Benton, Arkansas 72015
�f1r� (501) 315-0786 FAX (501) 315-0700
PART OF THE N 1/2 OF THE NE 1/4 OF THE SW 1/4
SEC. 19, T -2-N, R -13-W
PULASKI COUNTY, AR
DATE: 04/5/2002
REVISED:
C.A.D. BY: J.Sisco
CHECKED BY: Ai
SCALE: 1 "=50'
DRAWING NUMBER:
02-194