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CERTIFICATE OF ENGINEERING ACCURACY W
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i--PATRICK M._MCGETRICK HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. Z~ TE Dp KZO
SIGNED W ��
9/9/2015
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--------------- ---- - -----o
AFSSIONAL
DATE OF EXECUTION ENGINE E pro ARKAANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, JAMES A. RASBURRYHEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON
ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATE �� ��ORRECTLY SHOWN.
SIGNED �4 Sx °F d
__9 _9 _2_0_15____
DATE OF EXECUTION
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CERTIFICATE OF OWNER
RVEYOR
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.
9/9/2015
-----------------------
DATE OF EXECUTION
SOURCE OF TITLD.R._ PAGE
INSTRUMENT _._ 0040-g33-
SIGN
NAME OWN CENTE LLC.
11419 STAGECOACH ROAD SUITE 2100
LITTLE ROCK, AR. 72210
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITLE 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 AUTHORITY OF SAID
RULES AND REGULATIONS.
et(-w I►5'
DATE OF EXECUTION
4SIG
L. ING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER ---- __ FILED FOR RECORD -__ , 20__-, IN PLAT
BOOK -------- PAGE --------
SIGNED
NOTES:
1. BEARING DATUM BASED ON PAGIS GPS REFERENCE STATION
2. IRON .PINS (#5 REBAR) SET AT ALL LOT CORNERS
3. LINEAR ERROR OF CLOSURE EXCEEDS 1/10000 UNADJUSTED
4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES
5. ALL DIMENSIONS ON CURVES ARE CHORD DISTANCES.
6. ALL RADIUS AT STREET INTERSECTIONS ARE 25.00'
100 0 100 200
Scale: 1" = 100'
PROPERTY ➢ESCRIPTION AS SURVEYED
PART OF SECTION 4, TOWNSHIP 1 SOUTH, RANGE 13 WEST, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS.
COMMENCING AT A #4 REBAR MARKING THE SOUTHWEST CORNER OF LOT 7R,
GATEWAY TOWN CENTER PHASE II THENCE NORTH 43.55'51' WEST ALONG THE
EASTERLY RIGHT OF WAY LINE OF BASS PRO PARKWAY FOR 192.23' FEET TO
THE POINT OF BEGINNINGI THENCE ALONG A CURVE TO THE RIGHT WITH A
RADIUS OF 25.00' FEET AND A CHORD WITH A BEARING AND DISTANCE OF
NORTH 00'52'19' WEST 34.14' FEETI THENCE NORTH 42'11'13' EAST 416.77' FEET]
THENCE ALONG A CURVE TO THE LEFT WITH A RDIUS OF 330,00' AND A CHORD
WITH A BEARING AND DISTANCE OF NORTH I8.16'20' EAST 267.55' FEET
THENCE NORTH 05'38'32' WEST 271.62' FEETITHENCE ALONG A CURVE TO THE
LEFT WITH A RDIUS OF 280.00' AND A CHORD WITH A BEARING AND DISTANCE
OF NORTH 76.15'59' WEST 528.28' FEET) THENCE SOUTH 33*06135' WEST 423.95'
FEETI THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 330.00' FEET
AND A CHORD WITH A BEARING AND DISTANCE OF SOUTH 25002'15' WEST 92.68'
FEET] THENCE SOUTH 17.10'53' WEST 190.35' FEET) THENCE ALONG A CURVE
TO THE RIGHT WITH A RADIUS OF 25.00' FEET AND A CHORD WITH A BEARING OF
SOUTH 55.16'43' WEST 30.85' FEETI THENCE ALONG A CURVE TO THE RIGHT
WITH A RADIUS OF 516.12' FEET AND A CHORD WITH A BEARING OF
SOUTH 80'44'03' EAST 105,93' FEETI THENCE ALONG A CURVE TO THE RIGHT
WITH A RADIUS OF 25.00' FEET AND A CHORD WITH A BEARING OF
NORTH 28'49'53' WEST 35.97' FEETI THENCE NORTH 17.10'53' EAST 175.28' FEET
THENCE ALONG A CURVE TO THE RIGHT WITH A RDIUS OF 270,00' FEET AND A CHORD
WITH A BEARING AND DISTANCE OF NORTH 25.02'15' EAST 75.83' FEET
THENCE NORTH 33.06'35' EAST 423.95' FEETITHENCE ALONG A CURVE TO THE RIGHT
WITH A RADIUS OF 220.00' FEET AND A CHORD WITH A BEARING OF
NORTH 83.04'50' EAST 336.92' FEETI THENCE SOUTH 30.00'16' WEST 880.41' FEET
THENCE ALONG A CURVE TO THE RIGHT WITH A R➢IUS OF 516.12 FEET AND A CHORD
WITH A BEARING AND DISTANCE OF SOUTH 49.30'26' EAST 20,63' FEET
THENCE SOUTH 43.55'51' EAST 312.04' FEET TO THE POINT OF BEGINNING
CONTAINING 8.59 ACRES, MORE OR LESS.
CURVE TABLE CHART
NUMBER
CHORD DIRECTION
RADIUS
JARC LENGTH
CHORD LENGTH
C1
N 00052'19" W
25.00'
1 37.58'
34.14'
C2
N 18.16'20" E
330,00'
1 275.48'
267.55'
C3
N 76.15'59" W
280.00,
690.27'
528.29'
C4
S 25'02'15" W
30.00'
92.98'
92.68'
C5
S 55'16'43" W
25.00'
33.25'
30.85'
C6
S 80.44'03" E
516,12'
106.11,
105.93'
C7
N 28.49'53" W
25.00'
40,15'
35.97'
CB
N 25'02'15" E
270,00'
76.08'
75,83'
C9
N 83.04'50" E
20.00'
383.75'
336.92'
CIO
S '30' " E
516.12'
20.63'
20.63'
Cll
N 89'07'41 E
200
40.96'
36.53'
0C12 N 18.16'2" E
2750'
25.39'
218.90'
C13
N 26'17'44" W
1220,00,
1 158.61'
155,19,
2015057868 Received: 9/2112015 11:50:46 AM
Recorded: 09,121/2015 12:11:22 PM Filed &
Recorded in Official Records of Larry Crane,
PULASKI COUNTY CIRCUIT/COUNTY CLERK
Fees $16.00
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FINAL PLAT
LOT 9 PHASE III
GATEWAY TOWN CENTER
LITTLE ROCK, ARKANSAS
F 4&Ty .i� 11601 BASS PRO PARKWAY
�P McG&rick ON.: LITTLE ROCK, ARKANSAS 72210 FINAL PLAT
PHONE 501-455-8899
McGetrick, Inc D ned
v No. 2485 =O°°�` BY:
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