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ORCHARDS AT MABELVALE
LIME O„ • M COUNN, ARKANSASI- 23,2011
ZONED •O
LWAL I' • •
Lands lying in the Southeast 1/4 of the Northeast Quarter of Section 3, Township ] South, Range 13
West, Pulaski County, Arkansas more particularly described as follows:
Commencing at a found ]" pipe at the southeast corner of SW 1/4. NE 1/4 of said Section 3; thence
North 90 degrees 00 minutes 00 seconds East 324.60 feet; thence North 00 degrees 00 minutes 00
seconds East 450.59 feet to the point of beginning; thence North 89 degrees 45 minutes 50 seconds
West 204.01 feet; thence along a 21.2209 deg'ee curve to the right 71.58 feet to a point having a chord
bearing and distance of North 82 degrees 10 Minutes 09 seconds West 71.37 feet; thence North 74
degrees 34 minutes 28 seconds West 45.31 feel; thence North 00 degrees 48 minutes 05 seconds East
353.40 feet; thence South 89 degrees 45 minutes 51 seconds East 314.99 feet; thence South 00 degrees
14 minutes 10 seconds West 374.69 feet to thr point of beginning containing 2.705 acres more or less.
RIGHT OF WAY DEDICATION - RICHSMITH LANE
Lands lying in the Southwest 1/4 and the Southeast 1/4 of the Northeast Quarter of
Section 3, Township ] South, Range 13 West, Pulaski County, Arkansas more particularly
described as follows:
Commencing at a found ]" pipe at the southeast corner of SW 1/4. NE 1/4 of said
Section 3: thence North 90 deggrees 00 minutes 00 secontls West 337.93 feet; thence
North 00 degrees 00 minutes 00 seconds East 354.50 feet; thence North 1] degrees
52 minutes 02 seconds East 49.03 feet to the point of beginning which is also on
the east right of way of Mabelvale Pike; thence continue along said right of way
line North ii degrees 52 minutes 02 seconds East 102.10 feet; thence leaving
said right of way line along a 286.4825 degree curve to the left 35.47 fast to
a point having a chord bearing and distance of South 38 degrees 56 minutes 55 seconds
East 31.00 feet; thence South 89 degrees 45 minutes 50 seconds East 129.33 feet;
thence along a 17.3626 degree curve to the right 87.49 feet to a point having a chord
bearing and distance of South 82 degrees 10 minutes 08 seconds East 67.23 feet; thence
South 4 degrees 34 minutes 28 seconds East 126.09 feet; thence along a 21.2209 degree
curve to the left 71.58 feet to a point having a chord bearing and distance of South
82 degrees 10 minutes 09 seconds East 71.37 feet; thence South 89 degrees 45 minutes
50 seconds East 204.01 feet; thence South 00 degrees 14 minutes 10 seconds West 60.00
feet: thence North 89 degrees 45 minutes 50 seconds West 204.01 feet; thence along a
17.3626 degree curve to the right 87.49 feet to a point having a chord bearing and
distance of North 62 degrees 10 minutes 09 seconds West 87.23 feet; thence North 74
degrees 34 minutes 28 seconds West 126.09 feet; thence along a 21.2209 degree curve to
the left 71.58 feet to a point having a chord bearing and distance of North 82 degrees
10 minutes 09 seconds West 71.37 feet; thence North 89 degrees 45 minutes 50 seconds
West 149.91 feet: thence along a 266.4825 deUree curve to the left 27.35 feet to a
point having a chord bearing and distance of South 51 degrees 03 minutes 03 seconds
West 25.27 feet to the point of beginning containing 0.8985 acres more or less.
RIGHT OF WAY DEDICATION - M"ELVALE PIU
Lands lying in the Southwest 1/4 of the Northeast Quarter of Section 3 and in the Northwest
Quarter of Section 2 in Township ] South, Range 13 West, Pulaski County, Arkansas more
particularly described as follows:
Commencing areas
a found 1" pipe at the southeast corner of SW 1/4, NE 1/4 of said Section 3; thence
North secondsOEastr354.50 feeminutes
to tthespecoondsofebeginning;7.93 fthencehence NorthN89tdegrrees945eminutesn50esecconds
seconds East 26.57 feet; thence North 11 degrees 2 minutes 02 seconds East 156.49 feet;
thence South 78 degrees 07 minutes 58 seconds East 26.03 feet; thence South 1] degrees 52
minutes 02 seconds West 151.13 feet to the point of beginning containing 0.092 acres
more or less.
OPEN SPACE TRACT 'A'
Lands lying in the Southwest 1/4 of the Northeast Quarter of Section 3 and in the Northwest Quarter of
Section 2 in Township ] South, Range 13 West. Pulaski County, Arkansas more particularly described as
follows:
Commencing at a found 1" pipe at the southeast corner of SW 1/4. NE 1/4 of said Section 3; thence
North 90 degrees 00 minutes 00 seconds West 337.93 feet; thence North 00 degrees 00 minutes 00 seconds
East 354.50 feet to the point of beginning; thence continue along said right of way line North 11
degrees 52 minutes 02 seconds East 49.03 feet; thence leaving said right of way line along a 286.4825
degree curve to the right 27.35 feet to a point having a chord bearing and distance of North 51
deggrees 03 minutes 03 seconds East 25.27 feet: thence South 69 degrees 45 minutes 50 seconds East
]49.91 feet; thence along a 21.2209 degree curve to the right 71.58 'eat to a point having a chord
bearing and distance of South 82 degrees 10 minutes 09 seconds East 71.37 feet; thence South 74
degrees 34 minutes 28 seconds East 126.09 feet: thence along a 17.3625 degree curve to the left 87.49
feet to a point having a chord bearingg and distance of South 82 degrees ]0 minutes 09 seconds East
87.23 feet: thence South 89 degrees 45 minutes 50 seconds East 204,01 feet; thence South 00 degrees 14
minutes 10 seconds West 10.00 feet: thence North 89 degrees 45 minutes 50 seconds West 662.29 feet to
the point of beginning containing 0.5950 acres more or less.
N=120614.6992
E=1196306.5708
F.1/2"REBAR
189 '45
MSMITH LANE
N89'45'50"0 160.04'
N89 -45' 50'
149.91'
)-
POOP -ROW DEDICATION
F. /2"REBAR
l� 25'BUILDING LINE
10'DRAINAGE & UTILITY
II EASEMENT
RFRAR
NUU-40 ou I} N-12O466.7993
E-1196275.4917
POB-OPEN
SPACE TRACT'A'
0
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N90'00'00"W
337.93'
F.1"PIPE
SE COP.
SW 1/4, NE 114, SEC.3
T-1-S, R-13-0,
PUL.CO- AR
LEGEND
FOUND IRON PIN
0 FIR
SET IRON PIN - 1/2"REBAR WITH
CAP
• SIP
CONCRETE MONUMENT
O CM
CENTERLINE OF ROAD
-
RIGHT OF WAY - -
- -
LOT LINES
FENCE LINES X
X
EASEMENT LINE - - - -
- -
- --
ELECTRIC LINE E
E
SEWER LINE
WATER LINE W
W
S82'10'08"E 87,23'
C7 N82'10-09-
W 79.30'
N8 711
C5
OPEN SPACE MAMA'
0.53M ACRES
]0'DRAINAGE & UTILITY
EASEMENT -
CERTIFICATE OF FINAL PLAT APPROVAL
Pursuant to the Little Rock Subdivision Rules and Regulations,
and all of the conditions of approval having been completed, this
document is hereby accepted. This certificate is hereby executed
under the authorcty of said rules and regulations.
.j
Date of Executior Chairm ittla Rock
Planning ommis3ion
CE IMCATE OF OWNER
We, the undersigned, owners of the real estate shown and des ribed herein,do hereby
certify that we rave laid off, platted and subdivided, and do hereby lay off, plat and
subdivide said real estate in accordance with this plat.
Date of Executicn The Orchards at Mabelv le, L.P.
6929 JFK Blvd, #c20-1P
North Little Rock, AR 72116
Instrumeenn t No
Source title 2009045701 Robert Garth
.
F.SOLTI S00'49 09"W 11.42'
-� N-12091r -522
E-Ii96624.6136
I PIN
JOE WHIT
JOE WHITE -
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O EASEMENT
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c-ROME DEPOT
RECORDED AS
BOOK'H'.PG.882
r•ATcn 5/11/05
C-2
S89045'51"E 314.99,
15'SIDE SETBACK &
SANITARY SEWER
EASEMENT
LOT 3
2.705 AC.
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(131
65�Q'
THIS PLAT
ACREAGE PER 40
SE 1/4, NE 1/4, SECTION 3 3.23B ACRES
SW 1/4, NE 1/4. SECTION 3 0.988 ACRES
TOTAL 4.226 ACRES
CURVE DATA
TAG
A
R
L
T
D
C
C]
101-36'36"
20.00
35.47
24.53
286.4825
31.00
C2
15'11'23"
330.00
87.49
44.00
17.3626
87.23
C3
1 15-11-23"
270.00
71.58
35.00
21.2209
71.37
C4
15'11'23"
330.00
87.49
44.00
17.3626
87.23
C5
15'11'23"
270.00
71.58I36.00
21.2209
71.37
C6
46'11'38"
20.00
27.35'16.30
266.4825
25.27
C7
15'11'23"
300.00
79.53
40.00
19.0966
79.30
C8
15'11'23"
300.00
79.53
40.00
19.0988
79.30
F.1/2"REBAR
N=120908.7554
E=1196939.6047
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EASEMENT
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N74034'28"W 45.31'
N82010'09"W 71.37'
�25'BUILDING LINE
3 803q 28"E \ 10'UTILITY EASEMENT
7g. � � � r
REBAR
\ I vl10'WATER EASEMENT �u o
N74•34'28„w I c3 N89°45'50"W 2.04.01'
�26. 0 @ S132']0'09^E
79.
_30 , RIGHT OF WAY DEDICATION 0.8985 AC.
N7q.3q,28„W REBAR - - -
N89'45'50"W 204.01'
--- - - o6 - 9' -_ 2 081'6. SHARED ACCESS-
204EASEMENT N89'45'50"W
BAR o
N89045'50"W 02.29'
S (EO C A FAANC.B , nLtR1IId
ZONED C-3 I
I, Robert D. Holloway, hereby certify that this plat correctly
represents a boundary survey made by me, all monuments required actually exist and are
and are correctly shown hereon and that all surveying require ants of the Little Rock Subdivision
Rules and Regulations have been complied with. ,
2 /
Dace c' cxecut'on ROBERT D. H LLOWAY
REGISTERED LAND SURVEYOR T E Of'
�i ARk SAS
CERTIRCATE OF ENGINEERING ACCURACY LREGISTE E
I, RoOert D. Holloway hereby certify that this plat correctlyrepresents a plan made by me and that the engineering requirements of the O F F..S S N
Little Rack Subdivis'on Rules and Regulations have been compl'eq with. 0. _3 )
Date of Exe tion ROBERT D. H LLOWAY 1 REGISTERED PROFESSIONAL
ENGINEER NO. 2335, ARKANSAS
LOT 4 AS SHOWN
ON PRELIMINARY PLAT
ORCHARDS OF MABELVALE ADDITION
2.801 AC.
K
VICINITY MAP
GRAPHIC SCALE 1"-40'
0 40 80
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
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PROPOSED
PAGIS MON. +7
N120534.066
65.00y E1196938.061 rl
F. 1/<-'REBAR
3 pdb LOT 3
o� FUTURI ACCESS &
o. ROADWAY EXTENSION
I/G NMMAM
N-120464.0697
,�,..•••••••.qu E-119E937.7724
'4SV ............ F. 1'PIPE o
•'STATE OF SE CDR. o v
10.8 •• i• _ SW 1/4, NE 1/4, SEC.3 Z
T-1-S,.,AR
R-13-W,
PUL.CON90'00'00'E
SIG 1\A I'L RE �� - 324.60'
CERTIFICATE OF RECORDING
This document, number filed for record 20- in plat
Book Page
2011036749 Received: 6/23/2011 3:34:13 PM
Recorded: 06/23/2011 03:43:55 PM Filed 8
Recorded in Official Records of Larry Crane,
PULASKI COUNTY CIRCUIT/COUNTY CLERK Date of Execution
Fees $15.00
Signed
L-Ir
Name Clerk 1j
in
C
0
NOTES:
1. WATER SERVICE BY CENTRAL ARKANSAS WATER. I L
2. SEWER SERVICE BY LITTLE ROCK WASTEWATER.
I
FIRE FLOW/WATER PRESSURE
- - SSTTAATIC WATER PRESSURE: APPROX.73 PSI
n
IOUAL WATER PRESSURE. 66 -7T
1500 GPM AVAILABLE FIRE FLOW
MAX.FIRE FLOW: 7000 GPM WITH 20 PSI O
r, X
BY:
DATE: ( )
THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE
100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURAN
RATE MAP#c05O18iO92F. DATED 1/19/01.
SURVEY CODE: 500-01S-13W-03-120-60-0083
500-01S-13W-03-130-60-0083
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