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CERTIFICATE OF ENGINEERING ACCURACY
I, Edward G. Smith, hereby certify that this plat
correctly represents a survey and a plat made by
me or under my supervision; and that monuments
shown hereon actually exist and their location,
size, type and material are correctly shown; and
that all requirements of the Little Rock Sub-
division Rules and Regulations have been fully
complied with.
� l"h
Date of Execution Edward G. Smith
Registered Professional
Engineer No. 485, Arkansas
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 the within
plat.
Fe6. 0 ir75P _ e _ - , �a� t- -
Nate o— Execution
D.R. 'OF Page '46foG/21V= lay.
Adages s gr�'D7
Contains % !9LW Acres.
iC�l7:y" 78-�;08
"ve 7d -Oo �0
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CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and
Regulations and under the conditions of Ordinance
No. 11338, this document is given final approval by
the Little Rock Planning Commission. All the con-
ditions of approval having been completed, this
document is hereby accepted and this certificate
executed under the authority of said Rules and Regu-
lations.
tea e o xecution PlanningAdministrator
Department of Community Development
Little Rock, Arkansas
CERTIFICATE OF RECORDING
This document, number filed for record
19 in plat book page
For Bill of Assurance see Deed Record Book
Page -_ -- _-
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` I RlVpr -.w Ianor uladivision and Lot 67 River Ridge Marks No. 4 Additior:,
Th t;- tF.e %' v - - Rock, Arkansas and that part of the NW 1/4 SW 1/4, Section
1 County, Arkansas, !yinq between Lots I and 67, ail more
rtir,-ilariy le r Beginning at the Southwes* corner- of said Lot 67; thence
"lJOC7'I11 along _ ti• t ne of said Lot 67, 85.2 ft. to a point; thence continue
'1er+hwesterly alor,l West line, beinq the arc of a 274,11 ft. radius curve to
the lef', having a <r. tearing and distance of N8°35'W, 70.0 ft. to the North-
west corner therec�`; ---ince N84007'L along the North line of said Lot 67, 154.2 ft.
tc trio NortnedSt c.rr,r- thereof, said corner lying on the West line of said Lot 1;
thence NO'59'L alo said West line, 32.60 ft. to the Northwest corner thereof;
thence N81"00'E dlor,; the North line of said Lot 1, 135.45 ft. to a point; thence
S71°121E and c,ntlnu!a along said North line, 13.75 ft, to the Northeast corner
thereof; thence l9°"'I'c -long the East line of said lot I, 268.80 ft. to the South-
east corner thereof; thence S73°071W along the South line of said Lot I, 142.77 -Ft.
to a point; thence continue Southwesterly along said South line being the arc of .,
125.23 ft. radius curve to the right, having a chord bearing and distance of S87°141w,
59.40 ft. to a point; thence Morthwesterfy and continuing along said South Iine and
said South Iine extended Westerly, being the arc of a 125.23 ft. radius curve to the
right, having a chord bearing and distance of N72`39'M, 28.55 ft. to a point; thence
N66'07'W along the south Iine of said I_,t F- .,e said Soutt Iine extended Ea,terly,
171.11 ft. '- the vr•irt of beginning.
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EDWARD G. SMITH & ASSOCIATES
CONSULTING ENGINEER
401 VICTORY Iarnx ROCK, ARKANSAS 72201
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Revised:
Date: -�-! - -
Scale
HOr.
Vert.
Drawn B
Checked B
Approved BY L'
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