HomeMy WebLinkAboutS-1836 Map 3PROPERTY DESCRIPTION
Part of the Southwest Quarter of Section 23 and Part of the Northwest Quarter of Section :
2 North, Range 14 West, Pulaski County, Arkansas, being more particularly described as foI
Beginning at the Southwest Corner of said SW %, Section 23; thence along the West line of
North 01 56 00 East 756.72 feet; thence South 89a46'20" East 1226.71 feet; thence South
West 276.45 feet; thence North 82°37'49" West 190.32 feet; thence South 11e32 33" East
a point on the northerly right of way line of Chenal Valley Drive (60' Right of way); thence
right of way and a curve tothe right having a radius of 620.00 feet and a chord bearing an(
South 84°31'32" West 57.65 feet; thence South 87°20'14" West 396.63 feet; thence along
left having a radius of 680.00 feet and a chord bearing and distance of South 85°31'55" WI
thence South 83 48 39 West 552.44 feet; thence along a curve to the right having a radiu
feet and a chord bearing and distance of South 86°16'32" West 80.29 feet; thence leaving
way line and along curve to the right having a radius of 36.50 feet and a chord bearing ai
North 53°29'29" West 44.64 feet; thence North 15a„
5144 West 26.28 feet; thence North
50.00 feet returning to the Point of Beginning, containing 927,795 square feet or 21.299 a
less.
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LEGEND
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BACK OF CURB
H.C.
HANDICAP
�FH
— FIRE HYDRANT
WM LAWATER
METER
—UGT—
— UNDERGROUND
TELEPHONE
—UGE— —
ENEC RGCOUND
—OHP— —
OVERHEAD POWER
—GAS—
GAS LINE
_W_
WATER LINE
LP O 0 —
LIGHT POLE
YIMH —
YARD INLET MANHOLE
CIMH —
CURB INLET MANHOLE
JBMH
JUNCTION BOX
SSMH @ —
SANITARY SEWER
MANHOLE
WV w —
WATER VALVE
WM p —
WATER METER
SIGN —
STREET SIGN
GM ♦
— GAS METER
TP
— TELEPHONE PEDESTAL
TB o
— TRAFFIC BOX
CV
— GAS VALVE
— CONCRETE
50 25 0 50 100
SCALE: 1 "= 50'
SUBSURFACE IMPROVEMENTS OISCIAIMER: The location of utilities end drainage improvements shown
on this plat or drawing is I noted to V5101,E A fiChl GR Uh❑ TIL E AND IN GEIMPROV
ONLY The survey.', will when. vallabk, locate paint marks where Arkansas One Call marks the location
of utilities and drainage.The surveyor is not responsible for the accuracy of any location markings made
by Arkansas One Call or others. When possible, the surveyor may secure record atlas maps or record
drawings d readily available from municipalities and/or utility companies. Any underground utilities and
drainage improvements that a re shown on this survey have been plotted and noted based on one or a
combination of the following% a.) visible evidence, b.) paint marks and c.) record maps and drawings
when utilizing record map a nd drawings, the surveyor will graphlcatly depict underground utilities and
dminage by a reasonable effort of seeing and Va nac citing without further yerimci tlon. Excevatkms are
not in the scope of the surveyor's work, therefore no excavations ware made to locate or confirm any
subsurface conditions or improvements. The surveyor makes no guarantee, either expressed or Implied
that any underground Improvements, either In service or abandoned whether private or publicly
m
owned, are fully shown, nor does he make any gears Rea as t. their location, accuracy. extent, loss,
type, depths, conditions capacity.
NORTH 01'42'43" EA'
50.00'
NORTH 15'51'
26.28'
NORTH 53'29.2f
RADIUS=36.50'
JVI.i Ir 00 IU JL IyLJ I
RADIUS=924.93
Designed
Checked WAS
Drawn SDG
Approved WAS
SMITH AND GOODSON
PLLC
CIVIL ENGINEERING AND LAND SURVEYING
7509 CANTRELL ROAD, SUITE 227
LITTLE ROCK, ARKANSAS 72207
501-414-8498
BOUNDARY AND TOPOGRAPHIC SURVEY
rnu Tub, TTCF ANTI RFNFFTT OF-
Dr. Shabbir Dharamset, MD, CEO,
ARD Real Estate, LLC, Premiere
Construction Solutions of Rock
City, LLC and Iberia Bank.
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57.65'
(", //1� ?4 Job: 18-059
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Scale: 1"=50'
ate: 5-17-2018
Sheet: 1-1