HomeMy WebLinkAboutS-1340 Map 2ten, u.n Lw n�n.n
EDGE OF PAVEh
TAYLOR LOOP F
N 22'33'24" E
40.49'
N 05'05'42" 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 E
ARC LENGTH: 1
CHORD BEARIN(
CHORD LENGTH
RFCT_ .TVFD
APR 1 'L Z002
BY:
RICHARDSON INVESTMENT CORP
(UNIMPROVED)
CONTOUR ELEVATION DATUM
LOWER THAN DATUM FOR
MONUMENT 2063-0061
1" STEEL ROD IN
-A ADDN.
I'19"E 11.33'
CORNER
2" BRASS CAP,
D "PAGIS
0061- (LONGLEA
)N)
a
J
3/4" REBAR
.EA ADDITION)
lilt
1/2" REBAR
.EA ADDITION)
1/2" REBAR
)NGLEA ADDN.
NORTH OF
2
OF BEGINNING
.AST CORNER
'4 SWY4 SECTION 19
R-13—W
LEGEND
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 NE1/4 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 Ni/2 NE1/4
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 N16051'02"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
N26'42'45"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 Ni/2 NE1/4 SW1/4; THENCE ALONG
THE EAST LINE S00'32'48"E 447.34' TO THE POINT OF
BEGINNING, ENCLOSING 5.265 ACRES.
'�,CstslL'1Q ''''•
t�
By affixing my seal and signature, I Wlllam W. Hope, PLS
No, 128, hereby certify that this drawing correctly depicts
' Il,............
a survey compiled under my supervision.
STATE OF •'�
_ �RKANSA$
NOTE: This survey was based on legal descriptions
N 128
and
title work furnished by others and does not represent a
fill. search.
SIGNATURE
`
A portion of the property described hereon Iles within the
100 year flood plans, according to the Federal Insurance
• I it
Rate Map, panel S 050181 0002 B Dated: November 3.
t7 `,
,�••r.•�;
L291 however, Hinson and Taylor Loop Roads have been
AL LA
relocated since publication of ead the flood
,,.`�''
zonenow appearsto be across the road.
HOPE ENGINEERS, Inc.
203 Lillian Street
Benton, Arkansas 72015
�rNE (501) 315-0786 FAX (501) 315-0700
West
PART OF THE N'/2 OF THE NE'/4 OF THE SW %4
SEC. 19, T-2-N, R-13-W
PULASKI COUNTY, AR
p —Computed point
• —Found monument DATE: 04/5/2002 C.A.D. BY: J_Sisco DRAWING NUMBER:
50' 25' 0 50' 0 —Set 15 RB/Plan. Cap
E3 —Set #5 Rb/Alum. Cap CHECKED BY:
1♦ (D)—Deeded REVISED: SCALE: 1-=5o' 02-194
BAR SCALE: 1- == 50 P)_ P asurred
500 1 02-N _13W 101 19 1 210 160 0