HomeMy WebLinkAboutS-1538-J Map 2CERTIFICATE OF ENGINEERING ACCURACY
p PATRICK_M._MC_GETRICK 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.
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SIGNED �qaq
• • DATE OF EXECUTION NAME,
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ENGIN
• • -
CERTIFICATE OF SURVEYING ACCURACY
I, __DAMES _A._RASBURRY__ HEREBY 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� ST SW% �d
_91912015
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------------------- ------ ----
DATE OF EXECUTION NAME R. URVEYOR
No.150
LA �s
CERTIFICATE 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.
9/9/2015
DATE OF EXECUTION
SOURCE OF TITL ' D.P.. __ PAGE
INSTRUMENT No. 0040�9-33
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.
SIG
DATE OF EXECUTION 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'
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Scale I' = 100'
PROPERTY DESCRIPTION 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' FEET) 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 18.16'20' EAST 267.55' FEET
THENCE NORTH 05'38'32' WEST 271.62' FEET)THENCE ALONG A CURVE TO THE
LEFT WITH A RDIUSOF280.00' AND A CHORD WITH A BEARING AND DISTANCE
OF NORTH 76.15'59' WEST 528.28' FEET) THENCE SOUTH 33.06135' WEST 423,95'
FEET) THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 330,00' FEET
AND A CHORD WITH A BEARING AND DISTANCE OF SOUTH 25.02'15' WEST 92,68'
FEET) THENCE SOUTH 17.10'53' WEST 190.35' FEETI 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' FEET) THENCE ALONG A CURVE TO THE RIGHT
WITH A RADIUS OF 51fi.12' FEET AND A CHORD WITH A BEARING OF
SOUTH 80.44'03' EAST 105,93' FEET) 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' FEET) 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' FEET)THENCE 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' FEET) THENCE SOUTH 30.00'16' WEST 880.41' FEET
THENCE ALONG A CURVE TO THE RIGHT WITH A RDIUS 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
ARC LENGTH
CHORD LENGTH
C1
N 00.52'19" W
25.00'
37.58'
34,14'
C2
N 18.16'20" E
330.00'
275.48'
267.55'
C3
N 76'15'59" W
280.00'
690,27'
528.28'
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
25,06'
40.15'
35.97'
CB
N 25.02'15" E
270.00'
1 76.08'
75.83'
C9
N 83.04'50" E
220.00'
1 383.75'
336.92'
C10
S 49. 0' 6" E
516.12'
20,63'
20.63'.
CII
N 89.07'41" E
25.00'
40:96'
36,53'
C12
N 18.16'20" E
270.00'
225.39'
218.90'
C13
N 26'17'44" W
220.00'
1 158.61'
155.19'
2015057868 Received: 912112015 11:50:46 AM
Recorded: 09,121/2015 12:11:22 PM Filed&
Recorded in Official Records of Larry Crane,
PULASKI COUNTY CIRCUITICOUNTY CLERK
Fees $16.00
1314s 201 � d5� dlvi
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FINAL PLAT
LOT J PHASE III
GATEWAY TOWN CENTER
LITTLE ROCK, ARKANSAS
MCGETM
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>VP McGetrick 0�1,: LITTLE ROCK, ARKANSAS 72210
L & NC PHONE 501-455-8899 g 'Red
McGetrick, Inc D� 99 pp W No. 2485 �0.` I ��7 0' BY: