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N 8757'21' W JQQE'
CURVE #2
4 = 09'39'42' R 0,�
R = 1424,38'
CD = N 52.18'53' W
LC = 239.90'
Little Rock, Arkansas 72202
501/376-2903
NO SEWER SER ICE AVAILABLE
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LITTLE ROCK
*MUNICIPAL WATER 'ORI�S
FtANSAFFRO`.tD--4421.IL \
FAS E Mf ENT A PPRC�YED
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EASEMENT RE4UIRE1t
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CERTIFICATE OF ENGINEERING ACCURACY
I, __PATRICK M. MCGETRICK _____ HEREBY CERTIFY THAT THIS PLAT CORRECTLY
SE REPRENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE
LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH,
SIGNED
DATE OP EX UTION NAME, REGISTERED PROFESSIONAL
ENGINEER No. 4�-6162__ ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, —ROBERT_ C.L_OW_EHEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON
ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN.
SIGNED
DATE F EX CUTIO NAMEhF� REGISTERED LAND SURVEYOR
No. �LARKANSAS
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.
DATE OF EXECUTION
HOME DEPOT U.S.A., INC.
NAME RADMYN E. tEE
ADDRESS Sulu CopuMtl
SOURCE OF TITLEDR __ ____ PAGE ___ ____ -1111M US Esleo
INSTRUMENT No. 75e.' �4549
CERTIFICATE OF FINAL APPROVAL
116
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.
SIGNED
DATE OF EXECUTION L.R. PLANNING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR RECORD 19____, IN Pt A'
BOOK PAGE
SIGNED
CLERK.
�'J��RTY_ JESCRIpT1�N�
I'.,rr I_r:{ _ "a,r,s Commercial Addition; L,tt. R ,I-. Pulask Cojr4y Arkan as
recorded as Plot a L551 in the records of the Circult County Clerk of Pulaski
County Arkensos, more particularly described as,
Beginning at NE corner of Lot 1, Morris Commerc.ot Addition; thence S 01'10'28' W
along the East tine of said Lot 1 634,25' to the SE corner thereof (sold point also
being on the North R/W tine of West Markham Street)i thence in a Westerly
direction alonq the South line of said Lot 1 and the North R/W tine of West Markham
Street the Following courses. N 82.24'12' W 1466'; N 8B'21'48' W 208.30';
S 89'23'12' W 145.78'; S 68'58'26' W 70.29' to the point of curvature of a
curve to the left (said curve having a central angle of 46'59'25' and a radius
OF 61596')j thence in a Southwesterly direction along the arc of said curve
to the left to a point which is S 73'09'28' W 7174' from the point of curvature
thereof (said point being a point common to Lot 1 and Lot 2 of Morris Commercial
Additon); thence along the line which is common to said Lot 1 and Lot 2 the following
courses N 08'23'59' W 58.91'1 N 60'09'35' W 233,50'; S 29.50'25' W 28287' to a point
on the North R/W tine of Chenal Parkway; thence
N 55'04'28' W along the North R/W line of Crienai r'arkway bJ.L/ , thence N 29'SU'ca' E 97.75',
thence S 60'09'35' E 8.46'; thence N 31.55'06' E 10607'; thence N 29'53'07' E 77.76' to the
point of curvature of a curve to the left, having o radius of 120. 78'; thence in a
Northeasterly direction along the arc of said curve to the left to the point of tangency
thereof (suid curve segment having a chord bearing and distance of N 14.16'47' E 61,80'I
thence N 01'10'42' W 246.59'; thence N 01'17'52' W 14022' to the point of
curvature of a curve to the right, having a radius of 107.07'; thence in a
Northeasterly direction along the arc of said curve to the right to the point
of tangency thereof (said curve segment having, a chord bearing and distance
of N 16'38'44' E 46,77'; thence N 26'55'57' E 237.20', thence N 02'3512' F
104.87' to a point on the North line of said Lot I; thence in a Southeasterly
direction alonW the North line of sad Lot I the following courses, S 87'24'48' E
10028'; S 57'4y'45 631.24' to the NE corner of said Lot 1 and the point of
beginning, containing 14.78 Acres, more or less
GENERAL NOTE'
40 property corners ore marked by k4 Rebar iron Pins,
2 Easement widths are as shown and may be -.4seo for drainage or•
except as maybe noted,
:;stances shown on curves are chord distances.
4 L rear error of closure exceeds 1'/10,000' unadjusted.
- ,-p setback is as shown
It t
LOT IR BEING A REPLAT
L'A
MO RRIS
LITTLE
OF PART OF LO
COMMERCIAL
ROCK, ARKANSAS
MCGETRICK ENGINEERING