HomeMy WebLinkAboutS-1752 Map 1N
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0 50 100 zoo'
SCALE: 1" = iod
LEGEND OF SYMBOLS & LINES
O FOUND MONUMENT (NOTED)
• SET 1/2" REBAR & CAP (PS A664)
SET MAG NAIL & WASHER IN ASPHALT (PS #1664)
A COMPUTED CORNER (NOT SET)
PROPERTY BOUNDARY LINE
-X-X- FENCE LINE
--Ol OVERHEAD UTILITY LINES
- ROADWAY CENTERLINE
UTILITY EASEMENT
R1 ROADWAY RIGHT-OF-WAY (PUBLIC)
- - SECTION LINE OR 4o-ACRE LINE
- - - - - - CREEK/STREAM FLOWLINE
POWER/UTILITY POLE
FLOODPLAIN (SCALED)
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
#2oo7oi5836. 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,
Li dated December 6, zoto.
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 #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 too -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
s rights -of -way on the property, and there are no discrepancies, conflicts,
or shortages in area or boundary line conflicts.
sNo 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.
luumuurr
- vsv'Y"ST TE OF"' ,
?� STATE OF ��'/i
' - Corbitt Shoffner _� ARKANSAS '
E Arkansas Professional Surveyor #1664
POINT OF COMMENCEMENT
FOUND Iq" PIPE & ROCK PILE
NORTHWEST CORNER
SW QUARTER, NE QUARTER
SECTION 24, T-i-N, R-14-W
r,
LOT,
Es i 47E.S.IT*HENRY CREEK
i
i
FENCE WEST OF
EINETHISARFA
FOUND STONE
SOUTHWEST CORNER
SW QUARTER, NE QUARTER
SECTION 2.4, T-1-N, R-14-W
I
FOUND 1/2" REBAR
/10.27 EAST OF LINE
�Q
S87.20' E - 995.63 (M)
- - - - S87`oi'E-995,75'(D) - - - -
NEy SEy
SEC. 24, T-i-N, Rl
LEGAL DESCRIPTION OF RECORD (PER INSTRUMENT #2oo7ot5836)
PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART
I OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER SECTION 24,
SEyNEy TOWNSHIP i NORTH, RANGE 14 WEST, PULASKI COUNTY, ARKANSAS DESCRIBED
FOUND i' REBAR FOUNDy" REBAR secrioN24
, r- -N, R- y-w
AS:
AS SHOWN ON SURVEYS BY N87 27'33"E -19 7
AUNSPAUGH AND TINNEL FROM1"RE BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF
(SEE NOTES) THE NORTHEAST QUARTER SECTION 24; THENCE SOUTH 87 DEGREES or MINUTES
EAST 995 FEET; THENCE SOUTH z DEGREES 59 MINUTES WEST 797.34 FEET TO THE
O- - - /Q, p I CENTERLINE OF HUGH TAYLOR ROAD; THENCE ALONG SAID CENTERLINE AND A
CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF SOUTH it
S87"339"E-319.58'(M) - - - - DEGREES 15 MINUTES EAST n7.26 FEET; THENCE SOUTH 14 DEGREES 38 MINUTES
- -- L - 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
all SW QUARTER, NE QUARTER DEGREES 03 MINUTES EAST 6o.41 FEET TO THE CENTERLINE INTERSECTION OF
SECTION 24, T-i-N, R-14-W HUGH TAYLOR ROAD AND LAWSON ROAD; THENCE SOUTH 89 DEGREES 45
w I 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 too FEET;
/ I THENCE NORTH 86 DEGREES 25 MINUTES WEST 475-54 FEET; THENCE NORTH i
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 z4, THENCE NORTH 1 DEGREE 58 MINUTES
``N t` ` c
iV
:5
EAST 1318.47 FEET TO THE POINT OF BEGINNING.
Iti-
-o
I
LESS AND EXCEPT THE FOLLOWING DESCRIPTION:
v
FOUNDYB REBAR (PS #1375)
PART OF THE SW 1/4 NE 1/4, SECTION z4, TOWNSHIP i NORTH, RANGE 14 WEST,
a
i.8d WEST OF LINE;
PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
FOUNDI4" SMOOTH IRON
BEGIN AT THE NORTHWEST CORNER OF SAID SW % NE 'A, THENCE SOUTH 87
'\ R
o.81EASTOFUNE I
DEGREES of MINUTES EAST, ALONG SAID NORTH LINE, 995.75 FEET; THENCE
POINT OF
I
SOUTH oz DEGREES 59 MINUTES 40 SECONDS WEST, 439.5 FEET; THENCE NORTH
S87°zo'oz"E - 987.69' (M)
/
BEGINNING
87 DEGREES of MINUTES WEST, PARALLEL WITH SAID NORTH LINE, 987.62, FEET
987.69 (M) N87°oi W
/
TO A POINT ON THE WEST LINE OF SAID SW % NE %; THENCE NORTH of DEGREE
87.6i (D
x\
57 MINUTES 49 SECONDS EAST, ALONG SAID WEST LINE, 439.5 FEET TO THE
}
<
FOUND" REBAR
POINT OF BEGINNING.
±25.83 ACRES
125,193•29 SQ Fr
+� / \ - (PS #1375)
/} �° \
I
/ NO KNOWN EASEMENT
FOR ELECTRIC UTILITIES �
i
® / o
/ , M
I
x / 3
FOUND RAILROAD SPIKE
AS SHOWN ON SURVEY
,--BY AUNSPAUGH (SEE NOTES)
NORTH o9°50 24" WEST -15.94
FROM SET CORNER LOCATION
I
Sn°31'45"E - n7.08' (M)
Sni5 E - n7.26' tD)
I
_1
I
Ip
/
±19.67ACRES
IN THE SWK,NFY,
SEC. 24, T-i-N, R-g-W
- 00
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/
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N�\
\x
EAST NE OF SUBJECT PROPERTY
O\\
POND
\x�
%
ACCENTED AS SAME LINE SHOWN ON
- - -
\
SURVEYS BY AUNSPAUGH AND TINNEL
- - -
��_ �x
(SEE NOTES)
\
N8 f33 25"W - 541.70 (M' ) N8-°I W _
i 5 541�7 (D)
_
x_x
z6;
VAS
\
\ \
'II
\ !
\\\\
III
NO KNOWN EASEMENT
POND
III
\ b
FOR ELECTRIC UTILITIES Gib
\\\
ALONG EAST PROPERTY LINE Ty F
(D
±6A ACRES
IN THE N, SFy
W
SEC. 24, T-i-N, R'i4-W
LEGAL DESCRIPTION BASED UPON THIS SURVEY
A PART OF THE SOUTHWEST QUARTER (SW%4) OF THE NORTHEAST QUARTER
(NEY4) AND A PART OF THE NORTHWEST QUARTER (NWY4) OF THE SOUTHEAST
QUARTER (SEA) ALL IN SECTION TWENTY-FOUR (24), TOWNSHIP ONE (1) NORTH,
RANGE FOURTEEN Lill) WEST, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY
SEY*NEY,, DESCRIBED AS FOLLOWS:
SEC. 24, T-i-N, R-i4-W -
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°zo35" EAST
ALONG THE NORTH LINE OF SAID SWy, NEY4 A DISTANCE OF 995.63 FEET TO A i"
REBAR; THENCE LEAVING SAID NORTH LINE SOUTH 0z°3933" WEST A DISTANCE
OF 439.5o FEET TO A YS" REBAR & CAP (PS #1664), SAID POINT BEING THE POINT OF
BEGINNING; THENCE CONTINUE SOUTH oz°3933" WEST A DISTANCE OF 357.70
FEET TO X" REBAR & CAP (PS #1664); THENCE SOUTH 11°3i 45" EAST A DISTANCE OF
n7.o8 FEET A MAG NAIL AND WASHER (PS #1664); THENCE SOUTH 14019'40" WEST A
DISTANCE OF 347.48 FEET TO A %" REBAR & CAP (PS #1664); THENCE SOUTH
38°z6'54" EAST A DISTANCE OF 369.00 FEET TO A 36" REBAR; THENCE SOUTH
6z°o3i9" EAST A DISTANCE OF 294.67 FEET TO A X" 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°29'38" 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°34'15" 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,oi9.73 FEET AND A LONG CHORD BEARING NORTH
88°o9'io" WEST A DISTANCE OF 99.97 FEET TO A MAG NAIL AND WASHER; THENCE
I LEAVING SAID CENTERLINE OF LAWSON ROAD NORTH 86°4104 WEST A
DISTANCE OF 475.52 FEET TO A i' REBAR; THENCE NORTH 02°18'z6" WEST A
I DISTANCE OF 410.26 FEET TO THE SOUTH LINE OF SAID SW%4, 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°37 4z" EAST ALONG THE WEST LINE OF
SAID SWX4, NE%4 A DISTANCE OF 878.4o FEET TO A X" REBAR & CAP (PS #1664);
SOUTHEAST CORNER THENCE LEAVING SAID WEST LINE SOUTH 87°zo'oz° EAST A DISTANCE OF 987.69
SW QUARTER, NE QUARTER FEET TO THE POINT OF BEGINNING; CONTAINING 25.83 ACRES, OR 1,125,193.29
SECTION 24, T-i-N, R-14-W SQUARE FEET, MORE OR LESS. SUBJECT TO PUBLIC ROAD RIGHTS -OF -WAY
COMPUTED FROMTINNEL SURVEY ALONG PORTIONS OF THE EASTERLY AND SOUTHERLY LINES AS DESCRIBED
- - - - - - ABOVE.
I
OUND34 REBAR NEy SEY,
SEC. 4 T+N, R-i4-W
ISTURBED)
I
r/AS
FOUNDi'REBARBAR (ON UNE) L=99.98' (M), R=z,oi9.73' (M), �z.84°(M)° ----- -ON SURVEY N89 34 i5'W5.96' (M CH=N88°o9'ioW - 99.97(M) N89°17W - i66'(D)
UGH(SEENOTES)CH=N875iW-io0.00 (D)
G�RP I
- - ----------...._.: .... -------------------------- ......................................... ... . ... - -
Plat of: Boundary survey of a part of the East % of Section 24,
Township i North, Range 24 West, Pulaski County, Arkansas
a 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
FOUNDX" REBAR Property Address: a3400 Hugh Taylor Road
(IN ASPHALT) Little Rock, Arkansas 72210
. _.._ .. - - --- - -- -
Soy°zio4 E 6o.4i (M)
S5'03T - 6o 41(D)
IAWSON ROAD (CURRENT 5a' RIW) SL1R\'I'Y1NC, NIA1'1 lN(;
189"280'W" 2953 (M)-.,.---•----"----.,.---.w--- Wm. CORBITT R. SHOFFNER
S89045 W 29961D) Arkansas Professional Surveyor #t664
35 Burkwood Drive I Little Rock, Arkansas 72211
99.97 (M),R=u3,z9z.8i (M),A=0.o5°(M) -� 01. z of corbittshoffner@gmaii.com
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5 35 4 5 @g
CH=SBg°z938�-99.97 (M)
CH=S89°46'W - ioo.od (D) ;4 44 49.5i'N ° 92°25'14 4s"w `
Arkansas State Filing Code: 5oo-oLN-14W-0-24-102-6o-i664