HomeMy WebLinkAboutZ-10151 SurveyFND 5/8" REBAR S87°34'30"E
1180.85' (M)
S87°34'30"E
158.69' (M)
L=396.00' (M)
R=1050.01' (M)
CH=S25° 49' 04"W
393.66' (M)N2°02'44"E 361.31' (M)S2°02'44"W962.33' (M)44L1430002201LITTLE ROCK SCHOOL DISTRICT0.55 ACRESFND 1" ROD
FND 1/2" REBAR
P.O.B.
NW CORNER
NW1/4 SW1/4
SEC. 21-T1N-R13W
NE CORNER
NW1/4 SW1/4
SEC. 21-T1N-R13W
SW CORNER
NW1/4 SW1/4
SEC. 21-T1N-R13W
PROPERTY DESCRIPTION - 0.55 ACRES
PART OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER (NW1/4
SW1/4), SECTION 21, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI COUNTY,
ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A
FOUND 5/8" REBAR FOR THE NORTHWEST CORNER OF THE SAID NW1/4 SW1/4
AND RUN THENCE S87°34'30"E - 158.69 FEET ALONG THE NORTH LINE THEREOF TO
A SET 1/2" REBAR W/CAP #1573, LOCATED ON THE WESTERLY RIGHT OF WAY OF
DAVID O DODD ROAD; THENCE CONTINUING ALONG SAID RIGHT OF WAY AND A
CURVE TO THE LEFT HAVING A LENGTH OF 396.00 FEET, A RADIUS OF 1050.01
FEET, AND A CHORD BEARING AND DISTANCE OF S25°49'04"W - 393.66 FEET TO A
SET 1/2" REBAR W/CAP #1573 LOCATED ON THE WEST LINE OF THE SAID NW1/4
SW1/4; THENCE LEAVING SAID RIGHT OF WAY, N2°02'44"E - 361.31 FEET ALONG
THE WEST LINE OF THE SAID NW1/4 SW1/4 TO THE POINT OF BEGINNING,
CONTAINING 0.55 ACRES, MORE OR LESS. SUBJECT TO ANY EXISTING EASEMENTS
AND THE RIGHTS OF WAY OF DAVID O DODD ROAD AND LAWSON CUT OFF.
LAWSON CUT OFF
DAVID O DODD ROAD(90' R/W)44R0200008400GENE & BETTY BREWERREVOCABLE LIVING TRUSTBOUNDARY
SURVEY
DAVID O DODD ROAD
LITTLE ROCK,
ARKANSAS
72210
PULASKI COUNTY
FEB. 14, 2025
LEGEND
- Computed point
- Found monument
LEGEND
- Computed point
- Found monument
- Set #4 RB/Plas. Cap
(M)-Measured
(P)-Platted
(R)-Record
SURVEY PLAT CODE:
500-01N-13W-0-21-340-60-1573
DOCUMENTS USED FOR THE
PREPARATION OF THIS SURVEY:
·NEIGHBORING SURVEY BY LS#284 3/26/96
·PLAT OF KENWOOD ESTATES SUBDIVISION
FOR THE USE &
BENEFIT OF:
ABDTD
INVESTMENTS, LLC.
25007
CERTIFICATIONS:
BEARINGS ARE BASED UPON NORTH
AMERICAN DATUM 1983, ARKANSAS
NORTH ZONE, US SURVEY FEET, GRID
COORDINATES. COORDINATES WERE
ESTABLISHED USING GPS AND WERE
PROCESSED USING THE NATIONAL
GEODETIC SURVEY'S "ONLINE
POSITIONING USER SERVICE" (OPUS).
BASIS OF BEARINGS: