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CERTIFICATE OF SURVEYING ACCURACY
1, Joe D. White, 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 of Execution Joe D. White
Registered. Land Surveyor
No. 534. Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, Timothy E. Daters, 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.
Date of Execution Timothy E. Daters
Registered Professional
Engineer No. 5033, Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of the real es-
tate 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
D.R. Page_
Address
Instrument No,
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules
and Regulations, and all of the conditions of
approval having been completed, this docu-
ment is hereby accepted. This certificate is
hereby executed under the autherity•of said
Rules and Regulations.
Date of Execution Little Rock Planning
Commission
CERTIFICATE OF RECORDING
This document, number , filed for
record 19 in Plat Book
Page
Tam --
FP
Legal Description
Part of the SW1 4, Secticn 32, T-2-N, R-134, Pulaski bounty,
Arkansas ant Ulocks 63 E 64 and part of Blocks 49, 50 h 6"
Neimeyer (trove, an Addition to the Gity of Little Rock, Arkansas,
including adidcert street and alley rights -of -way, all more
particularly de cribed as: beginning dt the Southwest corner of
the SW1/4, said Section 32; thence 483i'05'35"W along the South
line of the SEii4, Section 31, T-2-N, R-13-W, 703,60 ftto a
point; thence k2°Ib'35"W, 192.00 ft. to a point; thence Easterly
along the arc of a 979.93 ft. radius curve to the right, having
a chord bearing and distance of N8805110711E, 38.55 ft. to a
point; thence N0001'11"W, 114,90 ft. to a point; thence.
589°O1''1"r, af; 9$ ft.. to a �oint; thence 40'58'49"E, 170.E rt.
LG a point thenco S89'01'11 E, 6.57 ft. to a point; thence
N00558'49"E, 126c ft. to a point in the centerline of a 40 ft.
street ight of way; thence S99°01.'11"E along said centerline,
551.08 ft, to a point on ti:e West right-of-way line of Loyola
Drive; theme Southeasterly along said West right-of-way line
bein the arc of a TM .93 ft. radius cl3rve to the heft, navir,c
m ore beariAy anc. distance of 511442'59"E 15.03 ft. to a point;
thence 511'52'36"E, and. continuing along said West rigfrt of-i,d,,
line, 157.3 ft. to a point; thence 47€*07'25"E and continuing,
along said West right-of-way line, 1U.0 ft. to a point; t%rienrs?
Southeasterly and continuing along said West right-of-way line,
being the arc of a 924.93 ft. radius curve to the right, +iavfnos a
chord bearing and distance of S50121tlb"E, ,21'S.01 ft. to a ooinc
thence SI'"&26410 ant continuing along said Most right -of -+ray
line, 23�310 ft. to a point pri the South line; of then-SW1d4, sai,
S% tion 32; thence R8460513S*M along the 5ou"h line of .said
SW1f4, 2§.7 ft. tc the point of oe�;,,-_ghtaihxng
:.ores more or less.
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