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LEGEND
CENTERLINE ROAD
-
FOUND SURVEY MONUMENT
RIGHT OF WAY
SET SURVEY MONUMENT
LOT LINES
FIBER OPTIC LINE
--- - ---
BOUNDARY CORNER O
(NOT MONUNNETEU)
EASEMENT
_
GAS SIGN G)
FENCE
(4- CHAINLINK)
-
FIBER OPTIC SIGN O
OVERHEAD
-- E --- -
ELECT.
POWER POLE
SEWER LINE
S - --
WATER LINE -
W
CONCRETE PAVING
GAS LINE
G
CURB & GUTTER -
- - - - - -
AMRMTM
SB' RCP
TRAFFIC
0.000
ROW- RIGHT-OF-WAY
SIGNAL POLE
POB - POINT OF BEGINNING
W MANHOLE
SREINFRORC SEWER
FIRE HYDRANT
RCP - ONCCREIE PIPE
Ow
FES - FLARED END SECTION
WATER METER
WATER VALVE
N
LIGHT POLE
X;I
SSMH
- O
ACREAGE PER 40
BE 1/4. NE 1/4, SEC 25. TIN, R12W 1.779 AC.
NE 1/4, BE 1/4, SEC 25. TIN. R12W 0.158 AC.
TOTAL 1.956 AC.
0
SURVEY CODE:
500-OSN-12W-0-25-102-60-1803
FLWD STAIMCW C:
CiROUtAL NOM:
1. ALL LOTS SHALL HAVE A 10.0' DRAINAGE & UTILITY EASEMENT AT THE FRONT AND REAR.
2. THE FRONT BUILDING SETBACK ARE 25.0' UNLESS SHOWN OTHERWISE.
3. ALL SIDE YARD SETBACKS ARE 10% OF THE LOT WIDTH OR 8'. WHICHEVER IS LESS.
4. PROPERTY IS IN THE EXTRATERRITORIAL PLANNING JURISDICTION OF THE CITY OF LITTLE ROCK.
5. 1/2 INCH IRON REBAR ARE SET AT EACH PROPERTY CORNER.
B. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER.
7. WASTEWATER DISPOSAL PROVIDED BY LITTLE ROCK WATER RECLAMATION AUTHORITY.
B. AT THE TIME OF THE SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK,
BUILDING CONSTRUCTION , OR BUILDING ADDITIONS WITHIN RECENT MONTH.
9. AT THE TIME OF THE SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF SITE USE AS A CEMETERY,
ISOLATED GRAVE, OR BURIAL SITE.
10. THE SUBJECT PROPERTY IS CONTIGUOUS AND CONTAINES NO GAPS OR GORES.
11. THE SUBJECT PROPERTY HAS DIRECT PHYSICAL ADDRESS TO HWY 365 S AND N WILSON STREET.
12. THE LOCATIONS OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE
GROUND APPURTENANCES ONLY, THE SURVEYOR WAS NOT PROVIDED WITH UNDERGROUND
PLANS ON SURFACE GROUND MARKINGS TO DETERMINE THE LOCATION OF ANY SUBTERRANEAN
USES.
N12890
E12404427.42.i9
SET 1/2"
REBAR
8' SIDE
SETBACK
N128640.42
E1240429.92
SET 1/2- -
REBAR
Li
.Fa_
AKT
rO 0 7 /J
N128988.39 ETN
E1240553,80 14AO AC
SET 1/2"
REBAR
THIS PROJECT
CERTMCATE OF FINAL ]PLAT OVAL
Pursuant of the Little Rock Subdivision
Rules and Regulations, this document
was given final approval by the Little Rock Planning Director. All of the conditions
of
approval having been completed, this document is hereby accepted and this
certificate executed under the authority
of said Rules and Regulations.
Date of Execution
No Moore
-N-
Li t e Rock Planning Director
CERTMCATE OF OWNER
We, the undersigned, owners of the real
estate shown and described herein,
do hereby certify that we have laid off,
platted and subdivided, and do
hereby lay Off, plat and subdivide said
real estate in accordance with this
plat.
GRAPHIC SCALE 1"=40'
r
"�.-0 1
��!� � % I/
- iG� it' 1( i �(//]��/" I�
0 40 80
Date of Execution
Daniel McClendon Jr and
BASIS OF BEARING
Tiffany Hooks
STATEPLANE COORDINATES
P.O. box 1
ARKANSAS NORTH ZONE NAD-83 (2002)
Sweet Home.. AR 72164
CONVERGENCE ANGLE: 0.062070446
COMBINED FACTOR: 1.000046978
Source of Title : 2007028987
CERTMCATE OF RNAL ]PLAT APPROVAL
Pursuant of the Pulaski County Subdivision and Development Code, this document
was given approval by the Pulaski County Planning Board. All of the conditions of
approval having been completed, this document is hereby accepted and this
certification executed under the authority Of said code
Date of Execution Pulaski County Planning &
Development Director
N12698020 lljlw
E1240726.26 T
SET 1/2"- \REBAR -- --- --. f _ -
8' SIDE
SETBACK
8' SIDE -
SETBACK I '
N 128832 55 �- 255. 6
E 1240803_89- - -) - - J
SET 1/2'
REBAR
SET !/2 46.59' I w- ��
REBAR Il5.39 SET 1/2- 229 MEUtWEO1R
N128819.43 REBAR It U TLE KW;. AR,
E 1240473.54 N 1213815. g0 0
.16 AL
E1240555 4 _
FOUND 1/2"
' A REBAR
1 LOT 2 j• 18
1.401 AC ? ~ FAIM T054JOO�� vl
m 8' SIDE FOOM 0
0.0NGRESS F SETBACK M WTMAM
f`1
EGRESS ACCESS
EASEMENT
N128681.17
FIP E1240714.95
DISTURBED FOUND i"
A-125.21' REBAR
N77•16'18"W I I 14128686.56 S87o11'Qp"B 109.77�
Lc-124.83' E1240605.35� -
R-455.00'
N84 39'08"W
38.04' 1' 11 20.0, 8' SIDE
0 309 AC ROW I _I o 0 SETBACK `
DEDICATION in I 8 LIM 1 F 5
`"iNG9'33'29 W m 0.247 AC I f
--47. 64' A-12. 99'
\ 59,0 \ o N69'03'32'W
tr 6 z Lc-12.98'
0 .309 AC R 9 \R�5.00'
vi ICAIIaW- \ N12B5A2:54
SET,1/2"-- o EST40626.03
EBSE
N 43 25' FRONT REBAR
E12406 ETBACK N69'
AID NOT _ w
)MENTED
N84059'08"W --
33.66'
A--113.09'
N77016' 18"W
Lt:-112.75'
R=420.00'
NO PORTIONS OF THIS LOT ARE INCLUDED IN THE 100 YEAR FLOODPLAIN WITH
BASE FLOOD ELEVATIONS OF 239.0 FEET, AS SHOWN ON FEMA FLOOD INSURANCE
RATE MAP M05119C0490G, DATED JULY 6, 2015.
33 29 W
20.29'
E W N68 2.42''N
5.42' N56813445"E
F W E Lc-32.85'
901 43P q� 20.00,
N69°03'32"W
Lcs12.20'
R=700.00 N68033'34"W
i 60.90'
N71
II (-T-14� (
20' DRAINAGE
3 w UTILITY
ASEMENT
I
I
N12630.96
E12 0717.61
SET 1/2'
0 0 R W RE6 R
3 LL
ROW PER JUDGE
MACKEY RULE
�Z
H
N9j'00'00"W
19.34'
25I' FRONT
SF1)TBACK
-NyO'00'00"E
95.54'
w
RIC
SE MR
r i
SETA, NE1/4
SECT. 25
T-1-N, R-12-W
N128590.80
P� CO- AR
El240713.34
POB ROW
DEDICATION
iv w SET 1/2"
REBAR
0
I p',
T
r
74.79-
w
W
.OWNERMEVELAMM
Daniel McClendon Jr and
Tiffany Hooks
P.D. Box 104
Sweet Home. AR 72164
FINAL '\ I PLAT
OF
I . 0"1 1 AND
SWEET I Icy)\ill . i"l I \SKI COUNTY9 ARKANSAS
Mar 8. 2021
HUD,oNLN
LWAL DESCR=ON:
Lands lying in the Southeast Quarter, Northeast Quarter and Northeast Quarter Southeast Quarter,
Section 25. Township ! North, Range 12 West, Pulaski County, Arkansas more particularly described as
follows:
Commencing at the Southeast Corner of said Southeast Quarter, Northeast Quarter, Section 25. thence
North 00 degrees 00 minutes 00 seconds East 95.54 feet; thence North 90 degrees 00 minutes 00
seconds West 19.34 feet to a found 16 Rebar on the West Right of Way of North Wilson Street that is
also secondseWestnt of 90.38bfeet; thenceence leavingtinue said Rigalong ht of)Way1ght Southf Way South 01 1 degrrees 01 minute03 s1minute 03
seconds West
74.79 feet to the centerline of State Highway 365 South; thence along a curve to the right 36.43 having a
radius of 350.00 feet and the chord bearing and distance of North 71 degrees 32 minutes 28 seconds
West 36. 43 feet; thence North 68 degrees 33 minutes 34 seconds West 60. 90 feet; thence along a curve
to the left 12.20 having a radius of 700.00 feet and the chord bearing and distance of North 69 degrees
03 minutes 32 seconds West 12.20 feet; thence North 69 degrees 33 minutes 29 seconds West 37.93
feet; thence along a curve to the left 113.09 having a radius of 420.00 feet and the chord bearing and
distance of North 77 degrees 16 minutes 18 seconds West 112.75 feet; thence North 84 degrees 59
minutes 08 seconds West 33.66 feet; thence leaving said centerline of State Highway 365 South, North
00 degrees 32 minutes 38 seconds West 45.21 feet; thence North 00 degrees 32 minutes 38 seconds
West 263.79 feet; thence South 28 degrees 33 minute 00 as
East 96.50 feet; thence South 87
deggrees 11 minute 00 seconds East 82.00 feet; thence North 00 deggrees 32 minute 38 seconds West
173 00 feet; thence South 87 degrees li minute 00 seconds East 166.66 feet to a point on the West
Right of Way of North Wilson Street; thence continue along West Right of Way South 01 degrees 01
minute 03 seconds West 149.27 feet; thence leavingg said West Right of Way North 87 degrees 11
minute 00 seconds West 113.85 feet; thence South 00 deggrees 32 minute 38 seconds East 50.00 feet;
thence South 00 degrees 32 minute 38 seconds East 100.00 feet: thence South 67 degrees !1 minute 00
seconds East 109.77 feet to the point of beginning containing 1.956 acres more or less.
LESS & EXCEPT ROW DEDICATION:
Lands lying in the Southeast Quarter, Northeast Quarter and Northeast Quarter Southeast Quarter,
Section 25, Township 1 North. Range 12 West. Pulaski County, Arkansas more particularly described as
follows:
Commencing at the Southeast Corner of said Southeast Quarter, Northeast Quarter. Section 25. thence
North 00 degrees 00 minutes 00 seconds East 95.54 feet; thence North 90 degrees 00 minutes 00
seconds West 19. 34feet to a found )j Reber on the West Right of Way of North Wilson Street: thence
continue along said West Right of Way South 01 degrees 01 minute 03 seconds West 90.38 feet to the
point of beginning thence leaving said Right of Way South 01 degrees 01 minute 03 seconds West 74.79
feet to the centerline of State Highway 365 South: thence along a curve to the right 36.43 having a
radius of 350.00 feet and the chord bearingg and distance of North 71 degrees 32 minutes 28 seconds
West 36.41 feet; thence North 68 degrees 33 minutes 34 seconds West 60,90 feet; thence along a curve
to the left 12.20 having a radius of 700.00 feet and the chord bearing and distance of North 69 degrees
03 minutes 32 seconds West 12.20 feet; thence Ncrth 69 degrees 33 minutes 29 seconds West 37.93
feet; thence along a curve to the left 113.09 having a radius of 420.00 feet and the chord bearing and
distance of North 77 degrees 16 minutes 18 seconds West 112.75 feet; thence North 84 degrees 59
minutes 08 seconds West 33.66 feet; thence leaving said centerline of State Highway 365 South, North
00 degrees 32 minutes 38 seconds West 45.21 feet; thence South 84 degrees 59 minutes 08 seconds
East 8.04 feet; thence along a curve to the right 125.21 having a radius of 465.00 feet and the chord
bearing and distance of South 77 degrees 16 minutes !B seconds East 124.83 feet; thence South 69
degrees 33 minutes 29 seconds East 7.64 feet; thence South 69 degrees 33 minutes 29 seconds East
20.29 feet; thence along a curve to the right 12.99 having a radius of 745.00 feet and the chord bearing
and distance of South 69 degrees 03 minutes 32 seconds East 12.98 feet; thence South 68 degrees 33
minutes 34 seconds East 52.42 feet; thence along a curve to the left 38.54 feet having a radius of 20.00
feet and the chord bearing and distance Of North 56 degrees 13 minutes 45 seconds East 32.85 feet to
the point of beginning containing 0.309 acres ma
-e or less.
IIIIIIIIII'NAIIIIIIIII�I�IIIII��IIIII 2021015855 dna SEgI'
PRESENTEP.03-10.292102.25.13PM RECORDED:03-10-202102,25t13 PM ,�N'�
In official Records of Terri Hollingsworth Circuit/County Clerk c Z - y`;Si•;';. ti i
PULASK' CO. AR FEE $15.00
11 ♦ "
C�tTI WATE OF ENGDTS6MO ACCEMACX V)A'cl 10k 9� 9ysRs
'' nnnlnnuu,,a
I. J. Eric Holloway hereby certify the th ],plat correctly represents
a plan made by me and that all a ginee in r qquirements of the
Pulask' County Subdivision and Develop Ideefillh(o been full complied with.
a �z
Oa of Execution ERIC H_ LOWAY- ��,
Itfns ,CERTMCATE OF FINAL SURVEYING ACCURACY
S y
„Tgr.,r•`. d I, J. Eric Holloway, hereby certify that t is plat orrectly
g represents a boundary survey made by me an bounds markers shown
RK g A = hereon actually exist and their locations, ty d material are correctly
shown
a' b /<;Z�/z
O
Date Cf E ecution E CV
HOLLOWAY -
"°iak%rM '�... GISTERED LAND S YE-iDR
L A10. 1803, ARKANSAS
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