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SEC. 25, T -1-N, R -13-W
LEGAL DESCRIPTION PER FIELD SURVEY
A PART OF TRACT NO.2, STER,ING SUBDIVISION IN THE S %, SE 4, SECTION 25, T --1–N, R -13–W, CITY OF
LITTLE ROCK, PULASKI COUNT°, ARKANSAS AS FILED IN PLAT BPPK 6, PAGE 59, MORE PARTICULARLY
DESCRIBED AS FOLLOWS; COMXENCING AT A CONCRETE MONUMENT MARKING THE NW CORNER OF SAID TRACT
NO.2 (SAID CORNER BEING LO:ATED ON THE EASTERLY RIGHT–OF–WAY LINE OF THE MISSOURI PACIFIC
RAILROAD COMPANY MAIN LINE THENCE S 89 DEGREES 26 MINUTES 28 SECONDS E ALONG NORTH LINE OF
SAID TRACT NO.2 FOR 357.00 FEET TO A REBAR ANFD THE POINT OF BEGINNING; THENCE S 07 DEGREES 39
MINUTES 27 SECONDS E 6.20 FEET TO A REBAR IN A CHAIN LINK FENCE, THENCE S 60 DEGREES 13
MINUTES 32 SECONDS E ALONG CHAIN LINK FENCE 99.805 FEET TO A REBAR AND THE P. C. OF A CURVE
CONCAVE TO THE SOUTHWEST, SAID CURVE NOT BEING A SIMPLE CURVE, BUT WITH A VARING LENGTH
RADIUS; THENCE ALONG SAID CHAIN LINK FENCE AND ARC AF SAID CURVE WITH THE FOLLOEING CHORD
BEARINGS AND DISTANCES,
THENCE S 49 DEGREES 27 MLVUTES 37 SECONDS E 41.233 FEET TO A REBAR,
THENCE S 34 DEGREES 00 MIVUTE'S 22 SECONDS E 49.367 FEET TO A REBAR,
THENCE S 17 DECREES 46 MLVUTES 04 SECONDS E 49.263 FEET TO A REBAR,
THENCE S 03 DECREES 31 MLVUTES 32 SECONDS E 49.398 FEET TO A BEBAR,
THENCE S 09DEGREES 31 MINUTES 46 SECONDS W 47.837 FEET TO A REBAR AND
THE P.T. OF SAID CURVE, THE FOLLOWING SIX (6) COURSES AND DISTANCES ARE ALONG SAID CHAIN LINK
FENCE: THENCE S 18 DEGREES 39 MINUTES 47 SECONDS W 298.285 FEET TO A REBAR, THENCE S 28
DEGREES 19 MINUTES 09 SECONDS W 364.215 FEET TO A REBAR, THENCE S 61 DEGREES 10 MINUTES 57
SECONDS E 14.845 FEET TO A REBAR, THENCE S 28 DEGREES 04 MINUTES 19 SECONDS W 321.031 FEET TO
A REBAR, THENCE S 65 DEGREES 47 MINUTES 35 SECONDS E 39.72 FEET TO A REBAR, THENCE S 23
DEGREES 05 MINUTES 15 SECONDS W 95.498 FEET TO A REBAR IN THE NOTYH RIGHT–OF–WAY LINE OF
FORBING ROAD, SAID POINT BEING 45.00 FEET NORTH OF THE SOUTH LINE OF THE SE % SE r4, SECTION
25, T -1–N, R -13–W, THENCE S 88 DEGREES 53 MINUTES 01 SECONDS E ALONG SAID FOR13INGROAD R/W
PARALLEL EITH THE SOUTH LINE OF SAID SE Y4 , SE % AND 45 FEET NORTH THEREOF FOR 534.845 FEET
TO A RFR4R IN THE EAST LINE OF SAID TRACT NO. 2, THENCE N 00 DEGREES 35 MINUTES 57 SEWCONDS E
LEAD'_'. ; -,ID ROAD AND ALONG THE EAST LINE OF SAID TRACT NO. 2 FOR 387807 FEET TO A CRIMPHEAD
PIPE JA 7,1E SOUTH R/W LINE OF MYERSON DRIVE, ALSO BEING THE NW CORNER OF LOT 17, MYERSON
MANOR REPLAT AS FILED IN FLAT BOOK 18, PAGE 26, THENCE N 00 DEGREES 04 MINUTES 37 SECONDS E
CROSSING THE WEST DEAD–END OF MYERSON DRIVE 49.57 FEET TO A CRIMPHEAD PIPE AND THE SW
CORNER OF LOT, 18 SAID MYERSON SUBDIVISION, THENCE N 00 DEGREES 29 MINUTES 35 SECONDS E ALONG
THE EAST LINE OF SAID TRACT NO.2 FOR 834.824 FEET TO A REBAR AND THE NE CORNER OF SAID TRACT
NO. 2, SAID POINT BEING THE NW CORNER OF LOT 11, ARBOR COVE ADDITION AS FILED IN PLAT BOOK 18,
PAGE 62, THENCE N 89 DEGREES 26 MINUTES 28 SECONDS W ALONG THE NORTH LINE OF SAID TRACT NO. 2
FOR 295.10 FEET TO THE POINT OF BEGINNING CONTAINING 8.8869 ACRES, MORE OR LESS.
TRACT No. 2
STERLING SUB.
BOOK 6, PAGE 59
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PAGE
BOOK 10, PAGE 62
FLOOD INFORMATION
THIS SURVEY IS LOCATED IN FLOOD ZONE "C" AS SHOWN ON COMMUNITY PANEL
NUMBER 050181 0015 D, DATED NOVEMBER 17, 1982 AND IS NOT WITHIN THE
DESIGNATED 100 YEAR FLOOD PLAIN.
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