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Home My WebLink AboutZ-5718 Map 3NORTH ACCORDING TO NORTH AMERICAN DATUM OF 1983 (NAD -83) GRID NORTH, NORTH ZONE (0301), TIE TO PAGIS MONUMENT NO. 2036 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. CERTIFICATE OF RECORDING: THIS DOCUMENT, NUMBER 93-55772 FILED FOR RECORD 8/17/1993, IN PLAT BOOK '•D" PAGE 778 NO po -3 I \ x7cn CJ\ { (SIGNED) (NAME) CLERK S 23005'15" W 95.50' S 65°47'35" E 39.72' S �8p0 ABLE BLDG. �Y LEGAL DESCRIPTION A PART OF TRACT NO.2 STERLING SUBDIVISION IN THE S%, SES/a, SECTION 25, T -1—N, R -13—W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM A CONCRETE MONUMENT MARKING THE NW CORNER OF SAID TRACT NO. 2 (SAID CORNER BEING ON THE SOUTHEASTERLY RIGHT OF WAY LINE OF THE MISSOURI—PACIFIC RAILROAD MAIN LINE) RUN S 89 DEGREES 26 MINUTES 28 SECONDS E AND ALONG THE NORTH LINE OF SAID TRACT NO. 2 FOR 357.00 FEET TO THE POINT OF BEGINNING; THENCE S 09 DEGREES 57 MINUTES 58 SECONDS E FOR 6.36 FEET TO A CHAIN LINK FENCE; THENCE S 60 DEGREES 21 MINUTES 46 SECONDS E AND ALONG A CHAIN LINK FENCE FOR 99.55 FEET TO THE P.C. OF A CURVE CONCAVE TO THE SOUTHWEST, SAID CURVE NOT BEING A SIMPLE CURVE, BUT WITH A VARYING LENTH RADIUS; THENCE ALONG SAID CHAIN LINK FENCE AND ARC OF SAID CURVE WITH THE FOLLOWING CHORD BEARINGS AND DISTANCES, S 49 DEGREES 17 MINUTES 14 SECONDS E FOR 41.24 FEET; S 33 DEGREES 48 MINUTES 22 SECONDS E FOR 49.28 FEET; S 17 DEGREES 45 MINUTES 14 SECONDS E FOR 49.22 FEET; S 03 DEGREES 23 MINUTES 05 SECONDS E FOR 49.46 FEET; S 09 DEGREES 35 MINUTES 05 SECONDS W FOR 47.75 FEET TO THE P.T. OF SAID CURVE; THENCE S 18 DEGREES 46 MINUTES 15 SECONDS W AND ALONG SAID CHAIN LINK FENCE FOR 298.34 FEET; THENCE S 28 DEGREES 21 MINUTES W AND ALONG SAID CHAIN LINK FENCE FOR 364.37 FEET; THENCE S 60 DEGREES 49 MINUTES E AND ALONG SAID CHAIN LINK FENCE FOR 14.96 FEET; THENCE S 28 DEGREES 29 MINUTES 53 SECONDS W AND ALONG SAID CHAIN LINK FENCE FOR 319.24 FEET; S 66 DEGREES 16 MINUTES 41 SECONDS E FOR 39.72 FEET; THENCE S 22 DEGREES 34 MINUTES 41 SECONDS W FOR 114.06 FEET TO THE NORTH RIGHT OF WAY LINE OF FORBING ROAD; THENCE S 89 DEGREES 51 MINUTES 08 SECONDS E AND ALONG THE NORTH RIGHT OF WAY LINE FOR 172.9 FEET; THENCE S 89 DEGREES 14 MINUTES 08 SECONDS E AND ALONG THE SAID NORTH RIGHT OF WAY LINE FOR 199.9 FEET; THENCE S 88 DEGREES 14 MINUTES 08 SECONDS E AND ALONG THE SAID NORTH RIGHT OF WAY LINE FOR 169.1 FEET TO THE EAST LINE OF SAID TRACT NO. 2; THENCE N 00 DEGREES 35 MINUTES 40 SECONDS E AND ALONG THE SAID EAST LINE OF TRACT NO. 2 FOR 1284.83 FEET TO THE NE CORNER OF SAID TRACT NO. 2; THENCE N 89 DEGREES 26 MINUTES 28 SECONDS W AND ALONG THE NORTH LINE OF SAID TRACT NO.2 FOR 295.10 FEET TO THE POINT OF BEGINNING. 61°10'57" E 14.85' LEGAL DESCRIPTION PER FIELD SURVEY 8/11/1993 A PART OF TRACT NO. 2, STERLING SUBDIVISION IN THE Safi, SES/, SECTION 25, T -1—N, R -13—W, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS AS FILED IN PLAT BOOK 6, PAGE 59, MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A CONCRETE MONUMENT MARKING THE NW CORNER OF SAID TRACT NO. 2 (SAID -CORNER BEING LOCATED 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 THE NORTH LINE OF SAID TRACT NO. 2 FOR 357.00 FEET TO A REBAR AND 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 SAID 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 VARYING LENGTH RADIUS; THENCE ALONG SAID CHAIN LINK FENCE AND ARC OF SAID CURVE WITH THE FOLLOWING CHORD BEARINGS AND DISTANCES, THENCE S 49 DEGREES 27 MINUTES 37 SECONDS E 41.233 FEET TO A REBAR, THENCE S 34 DEGREES 00 MINUTES 22 SECONDS E 49.367 FEET TO A REBAR, THENCE S 17 DEGREES 46 MINUTES 04 SECONDS E 49.263 FEET TO A REBAR, THENCE S 03 DEGREES 31 MINUTES 32 SECONDS E 49.398 FEET TO A REBAR, THENCE S 09 DEGREES 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 NORTH RIGHT OF WAY LINE OF FORBING ROAD, SAID POINT BEING 45.00 FEET NORTH OF THE SOUTH LINE OF THE SE 1/4, SE 1/4, SECTION 25, T -1—N, R -13—W, THENCE S 88 DEGREES 53 MINUTES 01 SECONDS E ALONG SAID FORBING ROAD R/W PARALLEL WITH THE SOUTH LINE OF SAID SE 1/4, SE 1/4, AND 45.00 FEET NORTH THEREOF FOR 534.845 FEET TO A REBAR IN THE EAST LINE OF SAID TRACT NO. 2, THENCE N 00 DEGREES 35 MINUTES 57 SECONDS E LEAVING SAID ROAD AND ALONG THE EAST LINE OF SAID TRACT NO.2 FOR 387.807 FEET TO A CRIMPHEAD PIPE IN THE SOUTH R/W LINE OF MYERSON DRIVE, ALSO BEING THE NW CORNER OF LOT 17, MYERSON MANOR REPLAT AS FILED IN PLAT 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 MANOR SUBDIVISION, THENCE N 00 DEGREES 29 MINUTES 35 SECONDS E ALONG THE EAST LINE OF SAID TRACT N0.2 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, SUBJECT TO A 10.0 FOOT UTILITY EASEMENT ALONG THE NORTH LINE HEREIN. LEGEND POWER POLE LIGHT POLE SIGN WATER VALVE/METER SANITARY SEWER MAN -HOLE — TELEPHONE PEDESTAL — FIRE HYDRANT— GAS METER SATELLITE DISH— DROP ISH—DROP INLET GRATE HANDICAP PARKING BASELINE POINTS CONCRETE CONC. GUY WIRE ANCHOR—G.W.A. POINT OF BEGINNING Q.O.B. J TRACT No. 2 S 60 p g, I x S STERLING SUB. 13 y I X8BOOK 6, PAGE 59 1 S 4,9 p 3� S 37 99. 80 , CENTS S (34 *00 o 04'' 4,9 ro S 030 E 3� Y 34,9 0,90 Y y. (p'tl �• W li 'C' l'r'7' ,C p rilj' 0 4 G Cts 47 4 , Y N j o COP • '� � � �� fir;f METAL BLDG. -STORY :274 S F % METAL BLDG y � 2432, S.F. p e (t 7 so. 04_37n __-E - 4-9-.5.7_' y°Y 8' WOOD PRIVACY FENCE ` N N 0035'57" N 00*29f35Y__ 934.82' v y DOROTHA L. SHOEb�l�IAKER -Ee TRACT No. 4 HOME ACRES SUBDIVISION BOOK 2, PAGE 144 cz UNION NATIONXI, BANK TRUSTEE FOR PURDY & DARWIN, P.A., PROFIT SHARING TRUSTS TRACT No. 2 HOME ACRES BOOK 2, PAGE 144 Kol Kel DITIO i r• O m I—� VE BOOK 18, PAGE 62 � L� C) I C) _moi AIAE _z_N_ �G 1 S T Eh,""•a STATE OF ARKANS ALL'O a 12 AN�\ l 3 z F -1 CDC9w xy O Q LTJ z t) o UNION NATIONXI, BANK TRUSTEE FOR PURDY & DARWIN, P.A., PROFIT SHARING TRUSTS TRACT No. 2 HOME ACRES BOOK 2, PAGE 144 Kol Kel DITIO i r• O m I—� VE BOOK 18, PAGE 62 � L� C) I C) _moi AIAE _z_N_ �G 1 S T Eh,""•a STATE OF ARKANS ALL'O a 12 AN�\ l