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BASIS OF BEARINGS AND COORDINATES
PAGIS MONUMENT NO. 2054
,A
BEING
CERTIFICATE OF ENGINEERING ACCURACY
_PATRIC_K__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.
/ SIGN
DATE OXL'CUTION NAME, REGISTERED PROFESSIONAL
ENGINEER No.4-5-15-6__ ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, __ROBER,T_ C. LOWE_ 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 MATERIAL ARE CORRECTLY SHOWN.
DATE F E
SIGNED
.-_V_v_ -------
NAME I REGISTERED LAND SURVEYOR
L No.,ARKANSAS
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED OWNERS OF THE BEAT- ESTATE SHOWN AND DESCRIBED HEREIN,
DO HEREBY CERTIFY THAT WE HAVE IAID OFF, PLATTED, AND SUBDIVIDED, AND DO
HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH
THIS PLAT. J
HOME DE 1 U.S.A., C.
DATE OF EXECUTION NAME RAMRYN E. LEE I/I
ADDRESS 58601 Capalte �CQ
SOURCE OF IITLED.R�S49 PAGE ______
CMR301 R01 ESWO l V
INSTRUMEIJT No. _ __
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.
DATE OFaEXECUTION
1948 -----
SIGNED
L.R. PLA NING COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, t�ER ®'_ �'FBD FOR RECORD 19-_, IN PLAT
BOOK PAGE
SIGNED
CLERK
PROPERTY DESCRIPTIDN,
1 -u-t of Lot 1, Morris Cnmmercial Addition Little Rock, Pulaski County, Arkansas,
recorded as Plat # E551 in the records of the Circuit County Clerk of Pulaski
County Arkansas, more particularly described as,
Beginning at NE corner of Lot 1, Morris Commercial Addition thence S 01'10'28' W
along the East line of said Lot 1 634,25' to the SE corner thereof (said point also
being on the North R/W Une of West Markham Street)1 thence in a Westerly
direction along the South line of said Lot I and the North R/W line of West Markham
Street the following courses N 82'24'12' W 14.66'i N 88'21'48' W 208.30'I
S 89'23'12' W 145.78'1 S 68'58'26' W 70,29' to the point of curvature of a
carve to the left (said curve having a central angle of 46'59'25' and a radius
of 615.96')I thence in a Southwesterly direction along the arc of said curve
to the left to a point which Is S 73'09'28' W 71,74' from the point of curvature
thereof (said point being a point common to Lot 1 and Lot 2 of Morris Commercial
Addltlon)1 thence along the line which Is common to said Lot 1 and Lot 2 the following
courses N 08'23'59' W 58.9l'1 N 60'09'35' W 233.50'l S 29'50'25' W 282.67' to a point
on the North R/W line of Chenal Parkwayl .-1 ' thence
N 55'04'28' W along the North R/W tine of Chenat Parkway b3.17'1 thence N 29'S0'c5' E 97.75'1
thence S 60'09'35' E 8.46'1 thence N 31'55'06' E 106.07'1 thence N 29'53'07' E 77.76' to the
point of curvature of a curve to the left, having a radius of 120.78'1 thence in a
Northeasterly direction along the arc of said curve to the left to the point of tangency
thereof (said curve segment having a chord bearing and distance of N 14'16'47' E 61.60'1
thence N 01'10'42' W 246.59) thence N 01'17'52' W 140.22' to the point of
curvature of a curve to the right, having a radius of 107.07'l 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 46.77'1 thence N 26'55'57' E 237.20'1 thence N 02'35'12' E
104.87' to a point on the North line of said Lot b thence in a Southeasterly
direction along the North line of said Lot 1 the following courses, S 87'24'48' E
100.28'1 S 57'48'45'J631.24' to the NE corner of said Lot 1 and the point of
beginning, containing 14.78 Acres, more or less.
GENERAL NOT
L All property corners are marked by H4 Rebar Iron Pins,
P. Easement widths are as shown and may be used for drainage and/or utilities
except as may be noted,
3. Distances shown on curves ore chord distances
4. Linear error of closure exceeds 1'/10,000' unadjusted,
5. Building setback is as shown
A REPLAT
MO RRIS
LITTLE
OF PART OF LOT1
COMMERCIAL
RO C K, ARKANS AS
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMEN 1 CONSULTANTS
Little Rock, Arkansas 72221
FINA►
As
LAT
CURVE #2 �
o = 09'39'42'
R 1424,38' IP
CD = N 52*18'53' W L'Q,Q/
LC = 239,90' F`S,
JUNE G. 1997