HomeMy WebLinkAboutZ-7780-A Map 4FLOODWAY (SCALED)
GENERAL SURVEY NOTES
1. The basis of hearing for this survey is the Arkansas state plane grid
coordinate system (NA D83 datum) based on realtime GNSS
observations. Surveyed distances shown hereon are grid distances.
Elevations, if shown, are in reference to the NAVD88 datum.
2. SURVEY & TITLE REFERENCES:
A. Warranty Deed, Daniels to Daniels, being recorded as instrument
#2o07o15836. Said deed is the current deed or record for the
subject property.
B. Survey by Brian A- Tinnel (PS #1438) for Mary E. Taylor and LRQ,
LLC, dated December 6, 2010.
C. Survey by James Aunspaugh (PS #1374) for Cindy Daniels, dated
September 13, 2001.
D. Final plat of The Estates at McHenry Creek, recorded as
instrument #2008013753
3. The location fences and other improvements located within the
subject property are to be considered approximate. No
encroachments were found on the boundary lines.
4. Hugh Taylor Road located on the east side of the property is a paved.
public road. No information was found regarding dedicated
right-of-way for said road.
5. Lawson Road to the south of the property is assumed to have a 5o'
right-of-way. Lawson Road is classified as a minor arterial according
to the City of Little Rock master street plan and therefore is subject
to a proposed 9o' right -of -way -
FLOODPLAIN STATEMENT
By graphic plotting alone, according to FEMA Floodway Hazard and
Boundary Map panel #0501790380 portions of this property are located
within the Soo -year and loo -year floodplain as well as that portion of
the floodplain classified as the floodway.
SURVEYOR'S CERTIFICATION & DISCLAIMER
This survey plat and the property description set forth hereon are
prepared from an actual on -the -ground survey made by me or under my
supervision; all monuments shown hereon actually exist and the location,
size and type of material thereof are shown correctly. The boundaries,
dimensions, and other details shown hereon are true and correct, and all
work shown hereon conforms to the State of Arkansas Minimum
Standards for Property Boundary Surveys and Plats.
Unlcss shown or described hereon, there are ne, encroachments onto the
property or protrusions therefrom, there are no substantial
improvements on the property, there are no visible easements or
rights-of-way on the property, and there are no discrepancies, conflicts,
or shortages in area or boundary line conflicts.
No independent search for easements, covenants, encumbrances, or any
other documents of record which may affect this property was
performed. An accurate title search may disclose important information
that affects this property and is always recommended.
Corbitt Shoffner
Arkansas Professional Surveyor #1664
POINTOF COMMENCEMENT
FOUND Y" PIPE & ROCK PILE
NORTHWEST CORNER
SW QUARTER, NE QUARTER
SECTION 24, T -i -N, R -4-W
ESTAr#SAr11rM;
FOUNDSTONE
SOUTHWEST CORNER
SWQUARTER NE QUARTER
SECTION z4, T -1-N, R -4-W I
I
W
-�_ 587`2035 E - 995-63'(M) 1 W0E -
- - - 995.11 (D) - -
NEY SEX
SFC. 4 r r4. R -i, W
u
ENTIRE TRACT
±25.83 ACRES
-41,125,193.29 SQ FT
NO KNOWN EASEMENT
FOR ELECTRIC LrTILTHFS�
LEGAL DESCRIPTION OF RECORD (PER INSTRUMENT #2oo7ot58
PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART
OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER SECTION 24,
SEYNEX TOWNSHIP i NORTH, RANGE t4 WEST, PULASKI COUNTY, ARKANSAS DESCRIBED
SECiM*T+k R -4-W
FOUND 1" REBAR FOUND/' REBAR AS:
AS SHOWN ON SURVEYS BY N87 2133"E -1913
AUNSPAUGH ANDTINNELFROM 1' REBA BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
(SEE NOTES) THE NORTHEAST QUARTER SECTION z4; THENCE SOUTH 87 DEGREES o1 MINUTES
EAST 995 FEET; THENCE SOUTH z DEGREES 59 MINUTES WEST 787.34 FEET TO THE
O ( CENTERLINE OF HUGH TAYLOR ROAD; THENCE ALONG SAID CENTERLINE AND A
�- - - CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF SOUTH u
S87'1339E-319-58,(51) - - - - DEGREES 15 MINUTES EAST u7.26 FEET; THENCE SOUTH t4 DEGREES 38 MINUTES
5
I
P
3
FOUND Y"REBAR (PS #ip5)
a r.8o' WEST OF LINE;
�FOUND ;j"SMOOTH IRON
o.8i EAST OF LINE
POINT OF I
BEGINNING
j
FOUNDY'REBAR
,/'--(PS #1375)
O
I
_ FOUND RAILROAD SPIKE
AS SHOWN ON SURVEY
BY AUNSPAUGH (SEE NOTES)
NORTH oq'5dz4" WEST -15.94
FROM SET CORNER LOCATION
I
' I
S1 1'31'4 -11,.08'(M)
II
- I
±46 -,ACM /
IN 1}1E SMf/4'W4 f
\\\ � �_•-1..,
SEC >4 rim, R -4-W t
EAST UNE OF SUBJECT PROPERTY
ACCEPTED AS SAME LINE SHOWN ON
y \\ \\� _ SURVEYS BY AUNSPAUGH AND TINNEL SOUTHEAST CORNER
(SEE NOTES)
I SW QUARTER, NE QUARTER
SECTION z4, T -1-N, R -4-W
\\ 1'rr ', COMPUTED FROM TINNEL SURVEY
x'3 3 -'S 54L70'(M) s8p'r3WNZ
Y
\ o°
\VAVAN
A
O KNOWN EAMk4EN I
/ X
MALONG EAST PROPEWrY LINE A
IND III FORELK-MC FOUND)4"REBAR I 41-1 sEc+r-.tiR.r'A
\ \ III ! 141P (DISFURRED)
x66 ACRES
!!/ / INTHENWKSW ' lr-
\\\\\ ( G !!I SEL 114, T -N. R -4-W I %
I
FOUND fREBAR
� }
S
a 50
,00' iuo
SW QUARTER, NE QUARTER
SCALE: =,uo
SECTION 24,T -1 -NR -4-W
LEGEND OF SYMBOLS & LINES
O
FOUND MONUMENT (NOTED)
•
SET 111 REBAR & CAP (PS #1664)
SET MAG NAIL & WASHER IN ASPHALT (PS #1664)
p
COMPUTED CORNER (NOT SET)
PROPERTY BOUNDARY LINE
-x-
- FENCE LINE
rnie
- OVERHEAD UTILITY LINES
ROADWAY CENTERLINE
-
- UTILITY EASEMENT
----- •:w
ROADWAY RIGHT-OF-WAY(PUBLIC)
-- SECTION LINE OR 4o -ACRE LINE.
- -
- - CREEK/STREAM FLOWUNE
POWER/UTILITY POLE
FLOODPLAIN (SCALED)
FLOODWAY (SCALED)
GENERAL SURVEY NOTES
1. The basis of hearing for this survey is the Arkansas state plane grid
coordinate system (NA D83 datum) based on realtime GNSS
observations. Surveyed distances shown hereon are grid distances.
Elevations, if shown, are in reference to the NAVD88 datum.
2. SURVEY & TITLE REFERENCES:
A. Warranty Deed, Daniels to Daniels, being recorded as instrument
#2o07o15836. Said deed is the current deed or record for the
subject property.
B. Survey by Brian A- Tinnel (PS #1438) for Mary E. Taylor and LRQ,
LLC, dated December 6, 2010.
C. Survey by James Aunspaugh (PS #1374) for Cindy Daniels, dated
September 13, 2001.
D. Final plat of The Estates at McHenry Creek, recorded as
instrument #2008013753
3. The location fences and other improvements located within the
subject property are to be considered approximate. No
encroachments were found on the boundary lines.
4. Hugh Taylor Road located on the east side of the property is a paved.
public road. No information was found regarding dedicated
right-of-way for said road.
5. Lawson Road to the south of the property is assumed to have a 5o'
right-of-way. Lawson Road is classified as a minor arterial according
to the City of Little Rock master street plan and therefore is subject
to a proposed 9o' right -of -way -
FLOODPLAIN STATEMENT
By graphic plotting alone, according to FEMA Floodway Hazard and
Boundary Map panel #0501790380 portions of this property are located
within the Soo -year and loo -year floodplain as well as that portion of
the floodplain classified as the floodway.
SURVEYOR'S CERTIFICATION & DISCLAIMER
This survey plat and the property description set forth hereon are
prepared from an actual on -the -ground survey made by me or under my
supervision; all monuments shown hereon actually exist and the location,
size and type of material thereof are shown correctly. The boundaries,
dimensions, and other details shown hereon are true and correct, and all
work shown hereon conforms to the State of Arkansas Minimum
Standards for Property Boundary Surveys and Plats.
Unlcss shown or described hereon, there are ne, encroachments onto the
property or protrusions therefrom, there are no substantial
improvements on the property, there are no visible easements or
rights-of-way on the property, and there are no discrepancies, conflicts,
or shortages in area or boundary line conflicts.
No independent search for easements, covenants, encumbrances, or any
other documents of record which may affect this property was
performed. An accurate title search may disclose important information
that affects this property and is always recommended.
Corbitt Shoffner
Arkansas Professional Surveyor #1664
POINTOF COMMENCEMENT
FOUND Y" PIPE & ROCK PILE
NORTHWEST CORNER
SW QUARTER, NE QUARTER
SECTION 24, T -i -N, R -4-W
ESTAr#SAr11rM;
FOUNDSTONE
SOUTHWEST CORNER
SWQUARTER NE QUARTER
SECTION z4, T -1-N, R -4-W I
I
W
-�_ 587`2035 E - 995-63'(M) 1 W0E -
- - - 995.11 (D) - -
NEY SEX
SFC. 4 r r4. R -i, W
u
ENTIRE TRACT
±25.83 ACRES
-41,125,193.29 SQ FT
NO KNOWN EASEMENT
FOR ELECTRIC LrTILTHFS�
LEGAL DESCRIPTION OF RECORD (PER INSTRUMENT #2oo7ot58
PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART
OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER SECTION 24,
SEYNEX TOWNSHIP i NORTH, RANGE t4 WEST, PULASKI COUNTY, ARKANSAS DESCRIBED
SECiM*T+k R -4-W
FOUND 1" REBAR FOUND/' REBAR AS:
AS SHOWN ON SURVEYS BY N87 2133"E -1913
AUNSPAUGH ANDTINNELFROM 1' REBA BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
(SEE NOTES) THE NORTHEAST QUARTER SECTION z4; THENCE SOUTH 87 DEGREES o1 MINUTES
EAST 995 FEET; THENCE SOUTH z DEGREES 59 MINUTES WEST 787.34 FEET TO THE
O ( CENTERLINE OF HUGH TAYLOR ROAD; THENCE ALONG SAID CENTERLINE AND A
�- - - CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF SOUTH u
S87'1339E-319-58,(51) - - - - DEGREES 15 MINUTES EAST u7.26 FEET; THENCE SOUTH t4 DEGREES 38 MINUTES
5
I
P
3
FOUND Y"REBAR (PS #ip5)
a r.8o' WEST OF LINE;
�FOUND ;j"SMOOTH IRON
o.8i EAST OF LINE
POINT OF I
BEGINNING
j
FOUNDY'REBAR
,/'--(PS #1375)
O
I
_ FOUND RAILROAD SPIKE
AS SHOWN ON SURVEY
BY AUNSPAUGH (SEE NOTES)
NORTH oq'5dz4" WEST -15.94
FROM SET CORNER LOCATION
I
' I
S1 1'31'4 -11,.08'(M)
II
- I
±46 -,ACM /
IN 1}1E SMf/4'W4 f
\\\ � �_•-1..,
SEC >4 rim, R -4-W t
EAST UNE OF SUBJECT PROPERTY
ACCEPTED AS SAME LINE SHOWN ON
y \\ \\� _ SURVEYS BY AUNSPAUGH AND TINNEL SOUTHEAST CORNER
(SEE NOTES)
I SW QUARTER, NE QUARTER
SECTION z4, T -1-N, R -4-W
\\ 1'rr ', COMPUTED FROM TINNEL SURVEY
x'3 3 -'S 54L70'(M) s8p'r3WNZ
Y
\ o°
\VAVAN
A
O KNOWN EAMk4EN I
/ X
MALONG EAST PROPEWrY LINE A
IND III FORELK-MC FOUND)4"REBAR I 41-1 sEc+r-.tiR.r'A
\ \ III ! 141P (DISFURRED)
x66 ACRES
!!/ / INTHENWKSW ' lr-
\\\\\ ( G !!I SEL 114, T -N. R -4-W I %
I
FOUND fREBAR
� }
SEY, wy
SK. 4T+A', R -4-W
flaw 475-52'(M)
'FOUND 1" REBAR (ON LINE) L=99.99 (M), R=2,019.73' (M), A 284° (M) N "
-AS SHOWN ON SURVEY CH=N88 4io W - 99-97'(M) 89'3411W _ 496 (M)
R AUNSPAUGH (SEE NOTES) N89'#7w-166 (D'.
FOUNDX' REBAR
�(IN ASPHALT)
Soy z2'o47 6o.4i (M)
55'03'E ou; i1)
LEGAL DESCRIPTION BASED UPON THIS SURVEY
A PART OF THE SOUTHWEST QUARTER (SWY4) OF THE NORTHEAST QUARTER
(NEY4) AND A PART OF THE NORTHWEST QUARTER (NWY4) OF THE SOUTHEAST
QUARTER (SW44) ALL IN SECTION TWENTY-FOUR (24), TOWNSHIP ONE (t) NORTH,
RANGE FOURTEEN (14) WEST, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SWY4, NFY4 OF SECTION 24,
SAID POINT BEING A 1" PIPE IN A ROCK PILE; THENCE SOUTH 87°2035" EAST
ALONG THE NORTH LINE OF SAID SW/4, NEY4 A DISTANCE OF 995.63 FEET TO A 1"
REBAR; THENCE LEAVING SAID NORTH LINE SOUTH o2°3933" WEST A DISTANCE
OF 439.5o FEET TO A-" REBAR & CAP (PS #,664), SAID POINT BEING THE POINT OF
BEGINNING: THENCE CONTINUE SOUTH 02'39'33" WEST A DISTANCE OF 357.70
FEET TO Y" REBAR & CAP (PS #1664); THENCE SOUTH 11°31' 45" EAST A DISTANCE OF
117.o8 FEET A MAG NAIL AND WASHER (PS th664); THENCE SOUTH 14°19'4°" WEST A
DISTANCE OF 347.48 FEET TO A %" REBAR & CAP (PS #t664); THENCE SOUTH
38°z6'54" EAST A DISTANCE OF 369.00 FEET TO A y" REBAR; THENCE SOUTH
62°0319" EAST A DISTANCE OF 294.67 FEET TO A X" REBAR; THENCE SOUTH
05°22' o4" EAST A DISTANCE OF 6o.41 FEET TO THE CENTERLINE OF LAWSON ROAD,
SAID POINT BEING A MAG NAIL AND WASHER (PS #1664); THENCE ALONG SAID
CENTERLINE OF LAWSON ROAD THE FOLLOWING COURSES: SOUTH Wz8'o7"
WEST A DISTANCE OF 29.53 FEET TO A MAG NAIL AND WASHER AND THE POINT
OF CURVATURE OF A CURVE TO THE RIGHT HAVING RADIUS OF 113,292.81 FEET
AND A LONG CHORD BEARING SOUTH 89°2938" WEST A DISTANCE OF 99.97 FEET;
THENCE ALONG SAID CURVE A DISTANCE OF 99.97 FEET TO A MAG NAIL AND
WASHER; THENCE NORTH 89034'15" WEST A DISTANCE OF t65.96 FEET TO A MAG
NAIL AND WASHER AND THE POINT OF CURVATURE OF A CURVE TO THE RIGHT
HAVING A RADIUS OF 2,o19.73 FEET AND A LONG CHORD BEARING NORTH
88°o9'10" WEST A DISTANCE OF 99.97 FEET TO A MAG NAIL AND WASHER; THENCE
LEAVING SAID CENTERLINE OF LAWSON ROAD NORTH 86041'04" WEST A
DISTANCE OF 475.52 FEET TO A i" REBAR; THENCE NORTH 02°,8.26" WEST A
DISTANCE OF 410.26 FEET TO THE SOUTH LINE OF SAID SWY4, NEY4 OF SECTION 24;
THENCE NORTH 87°33'25" WEST ALONG SAID SOUTH LINE A DISTANCE OF 541.7o
FEET TO THE SOUTHWEST CORNER OF SAID SW/4, NEY4 OF SECTION 24, SAID
POINT BEING A STONE; THENCE NORTH of°3742" EAST ALONG THE WEST LINE OF
SAID SWY4, NEY4 A DISTANCE OF 878.40 FEET TO A Ya" REBAR & CAP (PS #1664);
THENCE LEAVING SAID WEST LINE SOUTH 87020'02" EAST A DISTANCE OF 987.69
FEET TO THE POINT OF BEGINNING; CONTAINING 25.83 ACRES, OR 1,125.193.29
SQUARE FEET, MORE OR LESS. SUBJECT TO PUBLIC ROAD RIGHTS-OF-WAY
ALONG PORTIONS OF THE EASTERLY AND SOUTHERLY LINES AS DESCRIBED
ABOVE.
- \ 589")07"N -29.53(M)
S89-4;AV -29;8 (D)
�+1hr4-.._.._.._
L-99-97 (M),R=u3z92.8i (M),A=ovo (M)
CH=S89°293rW-9997 (M)
CH=889"46W-looms (D)
Arkansas State Filing Code: 500-o1N-14W-0-24-102-6o-1664
Plat of: Boundary survey of a part of the East Y of Section 24,
Township 1 North, Range 24 West, Pulaski County, Arkansas
Date of Survey: December oz, 2012
Client: Cynthia J. Daniels & LRQ, Inc.
Owner of Record: Cynthia J. Daniels, 23400 Hugh Taylor Road,
Little Rock, Arkansas 72210
Property Address: 23400 Hugh Taylor Road
Little Rock, Arkansas 72210
H " S FF -k TER
-
-SURVEYING & MAPPING
-- -
W-"`. CORBITT R. SHOFFNER
Arkansas Professional Surveyor #1664
Barkwood (hive I Little Rock, Arkansas ;2211.✓ .4®w
'�i61h�[4015 I e0rbittshoftneryv,gmarLcom � � -
n"rr,s ;K -N 4
�Z --7790 -
WEST 347.59 FEET; THENCE SOUTH 38 DEGREES c7 MINUTES EAST 369.21 FEET;
NORTHEASfCORNER
THENCE SOUTH 61 DEGREES 45 MINUTES EAST 244.75 FEET; THENCE SOUTH 5
SW QUARTER, NE QUARTER
DEGREES o3 MINUTES EAST 6o.4i FEET TO THE CENTERLINE INTERSECTION OF
SECTION 24,T -1 -NR -4-W
HUGH TAYLOR ROAD AND LAWSON ROAD; THENCE SOUTH 89 DEGREES 45
COMPUTED FROM TINNEL SURVEY
MINUTES WEST ALONG THE CENTERLINE OF LAWSON ROAD, 29.56 FEET; THENCE
ON A CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF
NORTH 89 DEGREES 46 MINUTES WEST loo FEET; THENCE NORTH 89 DEGREES 17
MINUTES WEST 166 FEET; THENCE ON A CURVE TO THE RIGHT HAVING A CHORD
BEARING AND DISTANCE OF NORTH 87 DEGREES 52. MINUTES WEST loo FEET;
I
THENCE NORTH 86 DEGREES 25 MINUTES WEST 475.54 FEET; THENCE NORTH 1
DEGREE 59 MINUTES WEST 41o.26 FEET; THENCE NORTH 87 DEGREES 15 MINUTES
WEST 541.7 FEET TO THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF
THE NORTHEAST QUARTER, SECTION 24, THENCE NORTH 1 DEGREE 58 MINUTES
I
EAST 1318.47 FEET TO THE POINT OF BEGINNING.
LESS AND EXCEPT THE FOLLOWING DESCRIPTION:
PART OF THE SW 1/4 NE 1/4, SECTION 24, TOWNSHIP i NORTH, RANGE 14 WEST,
PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGIN AT THE NORTHWEST CORNER OF SAID SW % NE 'A, THENCE SOUTH 87
DEGREES of MINUTES EAST, ALONG SAID NORTH LINE, 995.75 FEET; THENCE
SOUTH oz DEGREES 59 MINUTES 40 SECONDS WEST, 439.5 FEET; THENCE NORTH
87 DEGREES of MINUTES WEST, PARALLEL WITH SAID NORTH LINE, 987.62 FEET
TO A POINT ON THE WEST LINE OF SAID SW % NE %; THENCE NORTH o1 DEGREE
57 MINUTES 49 SECONDS EAST, ALONG SAID WEST LINE, 439.5 FEET TO THE
POINT OF BEGINNING.
SEY, wy
SK. 4T+A', R -4-W
flaw 475-52'(M)
'FOUND 1" REBAR (ON LINE) L=99.99 (M), R=2,019.73' (M), A 284° (M) N "
-AS SHOWN ON SURVEY CH=N88 4io W - 99-97'(M) 89'3411W _ 496 (M)
R AUNSPAUGH (SEE NOTES) N89'#7w-166 (D'.
FOUNDX' REBAR
�(IN ASPHALT)
Soy z2'o47 6o.4i (M)
55'03'E ou; i1)
LEGAL DESCRIPTION BASED UPON THIS SURVEY
A PART OF THE SOUTHWEST QUARTER (SWY4) OF THE NORTHEAST QUARTER
(NEY4) AND A PART OF THE NORTHWEST QUARTER (NWY4) OF THE SOUTHEAST
QUARTER (SW44) ALL IN SECTION TWENTY-FOUR (24), TOWNSHIP ONE (t) NORTH,
RANGE FOURTEEN (14) WEST, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SWY4, NFY4 OF SECTION 24,
SAID POINT BEING A 1" PIPE IN A ROCK PILE; THENCE SOUTH 87°2035" EAST
ALONG THE NORTH LINE OF SAID SW/4, NEY4 A DISTANCE OF 995.63 FEET TO A 1"
REBAR; THENCE LEAVING SAID NORTH LINE SOUTH o2°3933" WEST A DISTANCE
OF 439.5o FEET TO A-" REBAR & CAP (PS #,664), SAID POINT BEING THE POINT OF
BEGINNING: THENCE CONTINUE SOUTH 02'39'33" WEST A DISTANCE OF 357.70
FEET TO Y" REBAR & CAP (PS #1664); THENCE SOUTH 11°31' 45" EAST A DISTANCE OF
117.o8 FEET A MAG NAIL AND WASHER (PS th664); THENCE SOUTH 14°19'4°" WEST A
DISTANCE OF 347.48 FEET TO A %" REBAR & CAP (PS #t664); THENCE SOUTH
38°z6'54" EAST A DISTANCE OF 369.00 FEET TO A y" REBAR; THENCE SOUTH
62°0319" EAST A DISTANCE OF 294.67 FEET TO A X" REBAR; THENCE SOUTH
05°22' o4" EAST A DISTANCE OF 6o.41 FEET TO THE CENTERLINE OF LAWSON ROAD,
SAID POINT BEING A MAG NAIL AND WASHER (PS #1664); THENCE ALONG SAID
CENTERLINE OF LAWSON ROAD THE FOLLOWING COURSES: SOUTH Wz8'o7"
WEST A DISTANCE OF 29.53 FEET TO A MAG NAIL AND WASHER AND THE POINT
OF CURVATURE OF A CURVE TO THE RIGHT HAVING RADIUS OF 113,292.81 FEET
AND A LONG CHORD BEARING SOUTH 89°2938" WEST A DISTANCE OF 99.97 FEET;
THENCE ALONG SAID CURVE A DISTANCE OF 99.97 FEET TO A MAG NAIL AND
WASHER; THENCE NORTH 89034'15" WEST A DISTANCE OF t65.96 FEET TO A MAG
NAIL AND WASHER AND THE POINT OF CURVATURE OF A CURVE TO THE RIGHT
HAVING A RADIUS OF 2,o19.73 FEET AND A LONG CHORD BEARING NORTH
88°o9'10" WEST A DISTANCE OF 99.97 FEET TO A MAG NAIL AND WASHER; THENCE
LEAVING SAID CENTERLINE OF LAWSON ROAD NORTH 86041'04" WEST A
DISTANCE OF 475.52 FEET TO A i" REBAR; THENCE NORTH 02°,8.26" WEST A
DISTANCE OF 410.26 FEET TO THE SOUTH LINE OF SAID SWY4, NEY4 OF SECTION 24;
THENCE NORTH 87°33'25" WEST ALONG SAID SOUTH LINE A DISTANCE OF 541.7o
FEET TO THE SOUTHWEST CORNER OF SAID SW/4, NEY4 OF SECTION 24, SAID
POINT BEING A STONE; THENCE NORTH of°3742" EAST ALONG THE WEST LINE OF
SAID SWY4, NEY4 A DISTANCE OF 878.40 FEET TO A Ya" REBAR & CAP (PS #1664);
THENCE LEAVING SAID WEST LINE SOUTH 87020'02" EAST A DISTANCE OF 987.69
FEET TO THE POINT OF BEGINNING; CONTAINING 25.83 ACRES, OR 1,125.193.29
SQUARE FEET, MORE OR LESS. SUBJECT TO PUBLIC ROAD RIGHTS-OF-WAY
ALONG PORTIONS OF THE EASTERLY AND SOUTHERLY LINES AS DESCRIBED
ABOVE.
- \ 589")07"N -29.53(M)
S89-4;AV -29;8 (D)
�+1hr4-.._.._.._
L-99-97 (M),R=u3z92.8i (M),A=ovo (M)
CH=S89°293rW-9997 (M)
CH=889"46W-looms (D)
Arkansas State Filing Code: 500-o1N-14W-0-24-102-6o-1664
Plat of: Boundary survey of a part of the East Y of Section 24,
Township 1 North, Range 24 West, Pulaski County, Arkansas
Date of Survey: December oz, 2012
Client: Cynthia J. Daniels & LRQ, Inc.
Owner of Record: Cynthia J. Daniels, 23400 Hugh Taylor Road,
Little Rock, Arkansas 72210
Property Address: 23400 Hugh Taylor Road
Little Rock, Arkansas 72210
H " S FF -k TER
-
-SURVEYING & MAPPING
-- -
W-"`. CORBITT R. SHOFFNER
Arkansas Professional Surveyor #1664
Barkwood (hive I Little Rock, Arkansas ;2211.✓ .4®w
'�i61h�[4015 I e0rbittshoftneryv,gmarLcom � � -
n"rr,s ;K -N 4
�Z --7790 -