HomeMy WebLinkAboutZ-7780-B Map 1N
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i
FLOODWAY(SCALED)
GENERAL SURVEY NOTES
1. The basis of bearing for this survey is the Arkansas state plane grid
coordinate system (NAD83 datum) based on realtime GNSS
observations. Surveyed distances shown hereon are grid distances.
Elevations, if shown, are in reference to the NAVD88 datum.
z. SURVEY & TITLE REFERENCES:
A. Warranty Deed, Daniels to Daniels, being recorded as instrument
#zoo7o15836. 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, 2oio.
C. Survey by James Aunspaugh (PS #1374) for Cindy Daniels, dated
September 13, zoos.
D. Final plat of The Estates at McHenry Creek, recorded as
instrument #2oo8013753.
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 50'
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 go' 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.
Unless shown or described hereon, there are no 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.
pwnuTunt�
-., OF
Corbitt
OF
Corbitt Shofiner -° ARKANSAS
Arkansas Professional Surveyor #1664
.................................................................................................................................
POINT OF COMMENCEMENT
FOUND Y4" PIPE & ROCK PIU
NORTHWEST CORNER
SW QUARTER, NE QUARTER
SECTION 24, T -1-N, R -14-W
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FOUNDSTONE
SOUTHWEST CORNER_
SW QUARTER NE QUARTER
ECCION 24, T -1-N, R -14-W I
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LEGAL DESCRIPTION OF RECORD (PER INSTRUMENT #2007015836)
PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART
I OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER SECTION 24,
SEY*NEY4 TOWNSHIP 1 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS DESCRIBED
FOUND i' REBAR FOUNDSz' REBAR SECTTONa4 T -i -N, R -q -W
AS:
AS SHOWN ON SURVEYS BYN87°2733"E -1g1
AUNSPAUGH AND TINNEL FROM i'RE BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
X7°2035"E 995.63 (k1) - (SEE NOTES) THE NORTHEAST QUARTER SECTION 24; THENCE SOUTH 87 DEGREES or MINUTES
_ WoiE-995.75 (D) EAST
995 FEET; THENCE SOUTH z DEGREES 59 MINUTES WEST 797.34 FEET TO THE
X7°1339"E - 319.58' (M)
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NEY,SEY
SEC. 4 T -i -N, R-i4M
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a FOUND Ya" REBAR (PS #1375)
1.80' WEST OF LINE;
FOUND Ia" SMOOTH IRON
o.8i EAST OF LINE
587 zo oz"E - POINT OF
987• ' (M) �` BEGINNINGS \
N87°zo oz"W - gg7.6g' MN87°o1 W - 7.61 (D
/* '\ FOUND Yg7 REBAR
/ +V Ar- _-� OY�Fgp4 ,�(PS#1375)
NO KNOWN EASEMENT 1
/ FOR ELECTRIC UTILITIES
i
3
r\Y� FOUND RAILROAD SPIKE
' F�x� * °R AS SHOWN ON SURVEY
BYAUNSPAUGH (SEE NOTES)
NORTH og°5o z4" WEST -15.94
FROM SET CORNER LOCATION
% Sn°31'45"E - n7.o8' (M)
Su45 E - u7-26 (D)
/ ENTIRE TRACT °
±25.83 ACRES
1
*15,193.29 SQ IT o'o
±r9.67ACRES
�+ LN THE SW,MY,
SEC 4 T -1-N, R -i4 -W / io
W LINE OF SUBJECT PROPERTY
POND \ \+ ACCEPTED AS SAME LINE SHOWN ON
SURVEYS BY AUNSPAUGH AND TINNEL
(SEE NOTES)
N87°3325"W 54L701 (M) N87°15
d
N:
CENTERLINE OF HUGH TAYLOR ROAD; THENCE ALONG SAID CENTERLINE AND A
CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF SOUTH u
S
E
ioozoo'
FLOODWAY(SCALED)
GENERAL SURVEY NOTES
1. The basis of bearing for this survey is the Arkansas state plane grid
coordinate system (NAD83 datum) based on realtime GNSS
observations. Surveyed distances shown hereon are grid distances.
Elevations, if shown, are in reference to the NAVD88 datum.
z. SURVEY & TITLE REFERENCES:
A. Warranty Deed, Daniels to Daniels, being recorded as instrument
#zoo7o15836. 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, 2oio.
C. Survey by James Aunspaugh (PS #1374) for Cindy Daniels, dated
September 13, zoos.
D. Final plat of The Estates at McHenry Creek, recorded as
instrument #2oo8013753.
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 50'
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 go' 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.
Unless shown or described hereon, there are no 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.
pwnuTunt�
-., OF
Corbitt
OF
Corbitt Shofiner -° ARKANSAS
Arkansas Professional Surveyor #1664
.................................................................................................................................
POINT OF COMMENCEMENT
FOUND Y4" PIPE & ROCK PIU
NORTHWEST CORNER
SW QUARTER, NE QUARTER
SECTION 24, T -1-N, R -14-W
LOT7
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FOUNDSTONE
SOUTHWEST CORNER_
SW QUARTER NE QUARTER
ECCION 24, T -1-N, R -14-W I
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LEGAL DESCRIPTION OF RECORD (PER INSTRUMENT #2007015836)
PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART
I OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER SECTION 24,
SEY*NEY4 TOWNSHIP 1 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS DESCRIBED
FOUND i' REBAR FOUNDSz' REBAR SECTTONa4 T -i -N, R -q -W
AS:
AS SHOWN ON SURVEYS BYN87°2733"E -1g1
AUNSPAUGH AND TINNEL FROM i'RE BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
X7°2035"E 995.63 (k1) - (SEE NOTES) THE NORTHEAST QUARTER SECTION 24; THENCE SOUTH 87 DEGREES or MINUTES
_ WoiE-995.75 (D) EAST
995 FEET; THENCE SOUTH z DEGREES 59 MINUTES WEST 797.34 FEET TO THE
X7°1339"E - 319.58' (M)
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NEY,SEY
SEC. 4 T -i -N, R-i4M
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QP "P. �+
a FOUND Ya" REBAR (PS #1375)
1.80' WEST OF LINE;
FOUND Ia" SMOOTH IRON
o.8i EAST OF LINE
587 zo oz"E - POINT OF
987• ' (M) �` BEGINNINGS \
N87°zo oz"W - gg7.6g' MN87°o1 W - 7.61 (D
/* '\ FOUND Yg7 REBAR
/ +V Ar- _-� OY�Fgp4 ,�(PS#1375)
NO KNOWN EASEMENT 1
/ FOR ELECTRIC UTILITIES
i
3
r\Y� FOUND RAILROAD SPIKE
' F�x� * °R AS SHOWN ON SURVEY
BYAUNSPAUGH (SEE NOTES)
NORTH og°5o z4" WEST -15.94
FROM SET CORNER LOCATION
% Sn°31'45"E - n7.o8' (M)
Su45 E - u7-26 (D)
/ ENTIRE TRACT °
±25.83 ACRES
1
*15,193.29 SQ IT o'o
±r9.67ACRES
�+ LN THE SW,MY,
SEC 4 T -1-N, R -i4 -W / io
W LINE OF SUBJECT PROPERTY
POND \ \+ ACCEPTED AS SAME LINE SHOWN ON
SURVEYS BY AUNSPAUGH AND TINNEL
(SEE NOTES)
N87°3325"W 54L701 (M) N87°15
d
N:
CENTERLINE OF HUGH TAYLOR ROAD; THENCE ALONG SAID CENTERLINE AND A
CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF SOUTH u
S
0 50
ioozoo'
NORTHEAST CORNER
SCALE: i" = loo'
SW QUARTER, NE QUARTER
LEGEND OF SYMBOLS & LINES
O
FOUND MONUMENT (NOTED)
•
SET 1/2" REBAR & CAP (PS #1664)
SET MAG NAIL & WASHER IN ASPHALT (PS #1664)
p
COMPUTED CORNER (NOT SET)
PROPERTY BOUNDARY LINE
-x-x-
FENCE LINE
- one
- OVERHEAD UTILITY LINES
-
ROADWAY CENTERLINE
- - -
UTILITY EASEMENT
ww
ROADWAY RIGHT-OF-WAY (PUBLIC)
- -
SECTION LINE OR 4o -ACRE LINE
- -
- - CREEK/SCREAM FLOWUNE
a
POWERAMLCCYPOLE
FLOODPLAIN (SCALED)
BEGIN AT THE NORTHWEST CORNER OF SAID SW % NE 'A, THENCE SOUTH 87
FLOODWAY(SCALED)
GENERAL SURVEY NOTES
1. The basis of bearing for this survey is the Arkansas state plane grid
coordinate system (NAD83 datum) based on realtime GNSS
observations. Surveyed distances shown hereon are grid distances.
Elevations, if shown, are in reference to the NAVD88 datum.
z. SURVEY & TITLE REFERENCES:
A. Warranty Deed, Daniels to Daniels, being recorded as instrument
#zoo7o15836. 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, 2oio.
C. Survey by James Aunspaugh (PS #1374) for Cindy Daniels, dated
September 13, zoos.
D. Final plat of The Estates at McHenry Creek, recorded as
instrument #2oo8013753.
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 50'
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 go' 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.
Unless shown or described hereon, there are no 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.
pwnuTunt�
-., OF
Corbitt
OF
Corbitt Shofiner -° ARKANSAS
Arkansas Professional Surveyor #1664
.................................................................................................................................
POINT OF COMMENCEMENT
FOUND Y4" PIPE & ROCK PIU
NORTHWEST CORNER
SW QUARTER, NE QUARTER
SECTION 24, T -1-N, R -14-W
LOT7
FSTATESATMcH£NRYCRFFK
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LWET'HISW�OF
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ESTATES A T McHEYR Y CREK
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FOUNDSTONE
SOUTHWEST CORNER_
SW QUARTER NE QUARTER
ECCION 24, T -1-N, R -14-W I
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1 0.27 EAST OF LINE
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LEGAL DESCRIPTION OF RECORD (PER INSTRUMENT #2007015836)
PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART
I OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER SECTION 24,
SEY*NEY4 TOWNSHIP 1 NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS DESCRIBED
FOUND i' REBAR FOUNDSz' REBAR SECTTONa4 T -i -N, R -q -W
AS:
AS SHOWN ON SURVEYS BYN87°2733"E -1g1
AUNSPAUGH AND TINNEL FROM i'RE BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
X7°2035"E 995.63 (k1) - (SEE NOTES) THE NORTHEAST QUARTER SECTION 24; THENCE SOUTH 87 DEGREES or MINUTES
_ WoiE-995.75 (D) EAST
995 FEET; THENCE SOUTH z DEGREES 59 MINUTES WEST 797.34 FEET TO THE
X7°1339"E - 319.58' (M)
i
8 '
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M �
NEY,SEY
SEC. 4 T -i -N, R-i4M
a°
i
y �1
dp5vC
o
QP "P. �+
a FOUND Ya" REBAR (PS #1375)
1.80' WEST OF LINE;
FOUND Ia" SMOOTH IRON
o.8i EAST OF LINE
587 zo oz"E - POINT OF
987• ' (M) �` BEGINNINGS \
N87°zo oz"W - gg7.6g' MN87°o1 W - 7.61 (D
/* '\ FOUND Yg7 REBAR
/ +V Ar- _-� OY�Fgp4 ,�(PS#1375)
NO KNOWN EASEMENT 1
/ FOR ELECTRIC UTILITIES
i
3
r\Y� FOUND RAILROAD SPIKE
' F�x� * °R AS SHOWN ON SURVEY
BYAUNSPAUGH (SEE NOTES)
NORTH og°5o z4" WEST -15.94
FROM SET CORNER LOCATION
% Sn°31'45"E - n7.o8' (M)
Su45 E - u7-26 (D)
/ ENTIRE TRACT °
±25.83 ACRES
1
*15,193.29 SQ IT o'o
±r9.67ACRES
�+ LN THE SW,MY,
SEC 4 T -1-N, R -i4 -W / io
W LINE OF SUBJECT PROPERTY
POND \ \+ ACCEPTED AS SAME LINE SHOWN ON
SURVEYS BY AUNSPAUGH AND TINNEL
(SEE NOTES)
N87°3325"W 54L701 (M) N87°15
d
N:
CENTERLINE OF HUGH TAYLOR ROAD; THENCE ALONG SAID CENTERLINE AND A
CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF SOUTH u
SOUTHEAR CORNER
SW QUARTER, NE QUARTER
SECTION 24, T -1-N, R -14-W
COMPUTED FROM TINNEL SURVEY
SEYB NEI;
SEC st, r -t -N, R -4-W
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 (NW3/4) OF THE SOUTHEAST
QUARTER (SEY4) ALL IN SECTION TWENTY-FOUR (24), TOWNSHIP ONE (1) NORTH,
RANGE FOURTEEN (14) WEST, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SWY4, NEY4 OF SECTION 24,
SAID POINT BEING A i" PIPE IN A ROCK PILE; THENCE SOUTH 87°20'35" EAST
ALONG THE NORTH LINE OF SAID SWY4, NEY4 A DISTANCE OF 995.63 FEET TO A 1"
REBAR; THENCE LEAVING SAID NORTH LINE SOUTH o2°3933' WEST A DISTANCE
OF 439.50 FEET TO A /" REBAR & CAP (PS #1664), SAID POINT BEING THE POINT OF
BEGINNING; THENCE CONTINUE SOUTH o2°3933" WEST A DISTANCE OF 357.70
FEET TO %" REBAR & CAP (PS #1664); THENCE SOUTH U'31'45" EAST A DISTANCE OF
n7.o8 FEET A MAG NAIL AND WASHER (PS #1664); THENCE SOUTH 14°19'40" WEST A
DISTANCE OF 347.48 FEET TO A %" REBAR & CAP (PS #1664); THENCE SOUTH
38°26'54' EAST A DISTANCE OF 369.00 FEET TO A Y=" REBAR; THENCE SOUTH
62°03'19" EAST A DISTANCE OF 294.67 FEET TO A %" REBAR; THENCE SOUTH
05°22'04" EAST A DISTANCE OF 6o.4i 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 89°28'07'
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°2q 38" 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 89°3415" WEST A DISTANCE OF 165.96 FEET TO A MAG
NAIL AND WASHER AND THE POINT OF CURVATURE OF A CURVE TO THE RIGHT
HAVING A RADIUS OF 2,019.73 FEET AND A LONG CHORD BEARING NORTH
88°o9 io" WEST A DISTANCE OF 99.97 FEET TO A MAG NAIL AND WASHER; THENCE
LEAVING SAID CENTERLINE OF LAWSON ROAD NORTH 86°4i o4" WEST A
DISTANCE OF 475.52 FEET TO A 1" REBAR; THENCE NORTH o2°18'26" WEST A
DISTANCE OF 4io.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 541.70
FEET TO THE SOUTHWEST CORNER OF SAID SWY4, NEY4 OF SECTION 24, SAID
POINT BEING A STONE; THENCE NORTH 01°3742" EAST ALONG THE WEST LINE OF
SAID SWY4, NEY4 A DISTANCE OF 878.40 FEET TO A W REBAR & CAP (PS #1664);
THENCE LEAVING SAID WEST LINE SOUTH 87°20'02' 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.
- -.................................................................................................................................................................
.
\VAA " III
Plat of: Y. Boundary survey of a part of the East of Section 24,
\
\ o I \ . Township 1 North, Range 24 West, Pulaski County, Arkansas
\\\" NO KNOWN EASEMENT
\ \\\ POND III FOR ELECTRIC UTILITIES-� ylG NEY° EY, € Date of Survey: December 02, 2012
\\\
\ z III ALONG EAST PROPERTY LINE �r�o FOUND'/:" REBAR SEC. 4 r-4, R -WW
> 000 \ \ \ \\\ \ III \ pyo (DISTURBED) i Client: Cynthia J. Daniels & LRQ, Inc.
AAACRES 1 2° ` Owner of Record: Cynthia J. Daniels, 2340o Hugh Taylor Road,
IN THE NW,,SEy 8.z Little Rock, Arkansas 72210
Gly . \ sec.�a,T1N,R aW j �(y
FOUNDY REBAR I Property Address: 23400 Hugh Taylor Road
Little Rock, Arkansas 72210
X06.
v -„w-.,w___'^"_ \ I
------
FOUND i'
8604'04'W -475,52'(M N86°z 'W - D i,
---"-- -
LAWSON ROAD:(WRMU 5a'RIM7 : fit-'IL\rl-: 1"INC; & :`i��I'1'1 `..... .
---------------
L--99.99
-+-�- -- "--- �---� --- -
/ 'FOUND 1" REBAR (ON LINE) ° \ ° - •- - M- -- ~- - - - - - - \,'
L 99.98'(M),R=2A19.73 (M),A�z•84 (M) N89°34'15W-165.g6'(M I SSg28'a7'W 29-53 (M) Wm CORBITT R. SHOFFNER
t AS SHOWN ON SURVEY ° Y
/ CH=NSS°ogio"W-99.97 (M) N89°17W-166'(D) \- �945W-29.56'(D) Arkansas Professional Surveyor #1664
3 / / BYAUNSPAUGH (SEE NOTES)off,, GOg CH=N87°5i W - ioo.00' (D)
L --99.97'(M), R=u 8i 35 Burkwood Drive I Little Rock, Arkansas 7aau ( �'
Cly 3292• (M) �o•oS (M) 501:352.40151 corbittshoffher@gmail.com
CH=589°2938 W-99.0 (M)
CH=S8g°46'W-loo.ao'(D) 34°44'49.gz'N°1,-25'=448"x'
Arkansas State Filing Code: 50o-o1N-14W-0-24-102-6o-1664
........._...............-..........-_...................-...................................-......................-......_.......................................................................................................-......................_.........-...._..................._............................ 11 ......................-.......................................-
DEGREES 15 MINUTES EAST u7.26 FEET; THENCE SOUTH 14 DEGREES 38 MINUTES
-"-
- WEST 347.59 FEET; THENCE SOUTH 38 DEGREES 07 MINUTES EAST 369.21 FEET;
NORTHEAST CORNER
THENCE SOUTH 61 DEGREES 45 MINUTES EAST 294.75 FEET; THENCE SOUTH 5
SW QUARTER, NE QUARTER
DEGREES 03 MINUTES EAST 6o.41 FEET TO THE CENTERLINE INTERSECTION OF
SECTION 24, T -1-N, R -14-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 too 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 410.26 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 1 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 o1 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 o1 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.
SOUTHEAR CORNER
SW QUARTER, NE QUARTER
SECTION 24, T -1-N, R -14-W
COMPUTED FROM TINNEL SURVEY
SEYB NEI;
SEC st, r -t -N, R -4-W
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 (NW3/4) OF THE SOUTHEAST
QUARTER (SEY4) ALL IN SECTION TWENTY-FOUR (24), TOWNSHIP ONE (1) NORTH,
RANGE FOURTEEN (14) WEST, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID SWY4, NEY4 OF SECTION 24,
SAID POINT BEING A i" PIPE IN A ROCK PILE; THENCE SOUTH 87°20'35" EAST
ALONG THE NORTH LINE OF SAID SWY4, NEY4 A DISTANCE OF 995.63 FEET TO A 1"
REBAR; THENCE LEAVING SAID NORTH LINE SOUTH o2°3933' WEST A DISTANCE
OF 439.50 FEET TO A /" REBAR & CAP (PS #1664), SAID POINT BEING THE POINT OF
BEGINNING; THENCE CONTINUE SOUTH o2°3933" WEST A DISTANCE OF 357.70
FEET TO %" REBAR & CAP (PS #1664); THENCE SOUTH U'31'45" EAST A DISTANCE OF
n7.o8 FEET A MAG NAIL AND WASHER (PS #1664); THENCE SOUTH 14°19'40" WEST A
DISTANCE OF 347.48 FEET TO A %" REBAR & CAP (PS #1664); THENCE SOUTH
38°26'54' EAST A DISTANCE OF 369.00 FEET TO A Y=" REBAR; THENCE SOUTH
62°03'19" EAST A DISTANCE OF 294.67 FEET TO A %" REBAR; THENCE SOUTH
05°22'04" EAST A DISTANCE OF 6o.4i 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 89°28'07'
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°2q 38" 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 89°3415" WEST A DISTANCE OF 165.96 FEET TO A MAG
NAIL AND WASHER AND THE POINT OF CURVATURE OF A CURVE TO THE RIGHT
HAVING A RADIUS OF 2,019.73 FEET AND A LONG CHORD BEARING NORTH
88°o9 io" WEST A DISTANCE OF 99.97 FEET TO A MAG NAIL AND WASHER; THENCE
LEAVING SAID CENTERLINE OF LAWSON ROAD NORTH 86°4i o4" WEST A
DISTANCE OF 475.52 FEET TO A 1" REBAR; THENCE NORTH o2°18'26" WEST A
DISTANCE OF 4io.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 541.70
FEET TO THE SOUTHWEST CORNER OF SAID SWY4, NEY4 OF SECTION 24, SAID
POINT BEING A STONE; THENCE NORTH 01°3742" EAST ALONG THE WEST LINE OF
SAID SWY4, NEY4 A DISTANCE OF 878.40 FEET TO A W REBAR & CAP (PS #1664);
THENCE LEAVING SAID WEST LINE SOUTH 87°20'02' 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.
- -.................................................................................................................................................................
.
\VAA " III
Plat of: Y. Boundary survey of a part of the East of Section 24,
\
\ o I \ . Township 1 North, Range 24 West, Pulaski County, Arkansas
\\\" NO KNOWN EASEMENT
\ \\\ POND III FOR ELECTRIC UTILITIES-� ylG NEY° EY, € Date of Survey: December 02, 2012
\\\
\ z III ALONG EAST PROPERTY LINE �r�o FOUND'/:" REBAR SEC. 4 r-4, R -WW
> 000 \ \ \ \\\ \ III \ pyo (DISTURBED) i Client: Cynthia J. Daniels & LRQ, Inc.
AAACRES 1 2° ` Owner of Record: Cynthia J. Daniels, 2340o Hugh Taylor Road,
IN THE NW,,SEy 8.z Little Rock, Arkansas 72210
Gly . \ sec.�a,T1N,R aW j �(y
FOUNDY REBAR I Property Address: 23400 Hugh Taylor Road
Little Rock, Arkansas 72210
X06.
v -„w-.,w___'^"_ \ I
------
FOUND i'
8604'04'W -475,52'(M N86°z 'W - D i,
---"-- -
LAWSON ROAD:(WRMU 5a'RIM7 : fit-'IL\rl-: 1"INC; & :`i��I'1'1 `..... .
---------------
L--99.99
-+-�- -- "--- �---� --- -
/ 'FOUND 1" REBAR (ON LINE) ° \ ° - •- - M- -- ~- - - - - - - \,'
L 99.98'(M),R=2A19.73 (M),A�z•84 (M) N89°34'15W-165.g6'(M I SSg28'a7'W 29-53 (M) Wm CORBITT R. SHOFFNER
t AS SHOWN ON SURVEY ° Y
/ CH=NSS°ogio"W-99.97 (M) N89°17W-166'(D) \- �945W-29.56'(D) Arkansas Professional Surveyor #1664
3 / / BYAUNSPAUGH (SEE NOTES)off,, GOg CH=N87°5i W - ioo.00' (D)
L --99.97'(M), R=u 8i 35 Burkwood Drive I Little Rock, Arkansas 7aau ( �'
Cly 3292• (M) �o•oS (M) 501:352.40151 corbittshoffher@gmail.com
CH=589°2938 W-99.0 (M)
CH=S8g°46'W-loo.ao'(D) 34°44'49.gz'N°1,-25'=448"x'
Arkansas State Filing Code: 50o-o1N-14W-0-24-102-6o-1664
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