Loading...
HomeMy WebLinkAboutZ-6355 Map 2FOUND 1/2" REBAR N 88024'10"W 50.00' N 88°24'10"W 359.96' 0_ / v 0 N 88024'10"W 580.04' o ° 35' EASEMENT p % NOT TO SCALE! of g 0.28 ACRES + /— Mary $ 0 0 I ti w � 0 S 88°24'10"E 342.62' O N p� N N ° 0 20.00' z 20 0 20 40 60 ,^Q SITE GRAPHIC SCALE — FEET / 0,10 AC., +/-- �W O = SET 3/8" REBAR 8 CAP v cD N W LUv> 00 yr N F- 00 oz z O w FOUND 3/4" REBAR t• - z on- - CL ¢ co co J W V W a�00 U_< N UJ — O UJ t— g co oO 0 I O oQ 8 Z W z v> P O '6355 50qv POSITION OF BORING B- I: 34046'14.6" LATITUDE 92028'47.1 " LONGITUDE NAD 83 572.5' (GROUND ELEVATION) NGVD-29 . LEGAL DESCRIPTION OF SITE A part of the East Three Fourths of the Southwest Quarter of the Northwest Quarter of Section 35, Township 2 North, Range 14 West, Pulaski County, Arkansas, more particularly described as follows: Commencing at a found stone at the Northeast Corner of the Southwest Quarter of the Northwest Quarter of said Section 35; THENCE North 88 degrees 24 minutes 10 seconds West for a distance of 580.04 feet along the North line of the Southwest Quarter of the Northwest Quarter of said Section 35 to a set 3/8" rebar 8 cap on the Westerly Right of Way line of Gordon Road; THENCE North 88 degrees 24 minutes 10 seconds West for a distance of 359.96 feet along the North line of the Southwest distance of 359.96 feet along the North line of the Southwest Quarter of the Northwest Quarter of said Section 35 to a set 3/8" rebar & cap for the Point of Beginning; rebar 8 cap: THENCE North 88 degrees 24 minutes 10 seconds West for a distance of 50.00 feet to a found 1/2" rebar; distance of 35.00 feet leaving said North line, t$o-set THENCE South 01 degrees 22 minutes 40 seconds West for a distance of 90.00 feet to a set 3/8" rebar & cap; THENCE South 88 degrees 24 minutes 10 seconds THENCE South 88 degrees 24 minutes 10 seconds East for a distance of 50.00 feet to a set 3/8" rebar & cap; Right of Way line of Gordon Road; THENCE North 01 degrees 22 minutes 40 seconds East for a distance of 90.00 feet to the Point of Beginning. distance of 39.00 feet along said Westerly Right of Way Together with and subject to covenants, easements, and restrictions of record. Said property contains 0.10 acres more or less. Basis of Bearings: GEODETIC from "PAGIS" observations. -For the Use & Benefit of: ALLTEL MOBILE COMMUNICATIONS, INC. LEGAL DESCRIPTION OF 35' COMBINATION ACCESS/UTILITY EASEMENT A 35 foot wide access/utility easement being a port of The East Three Fourths of the Southwest Quarter of the Northwest Quarter of Section 35, Township 2 North, Range 14 West, Pulaski County, Arkansas, more particularly described as follows: Commencing at a found stone at the Northeast Corner of the Southwest Quarter of the Northwest Quarter of said Section 35; THENCE North 88 degrees 24 minutes 10 seconds West for a distance of 580.04 feet along the North line of the Southwest Quarter of the Northwest Quarter of said Section 35 to a set 3/8" rebar 8 cap on the Westerly Right of Way line of Gordon Road for the Point of Beginning; THENCE North 88 degrees 24 minutes IO seconds West for a distance of 359.96 feet along the North line of the Southwest Quarter of the Northwest Quarter of said Section 35 to a set 3/8" rebar 8 cap: THENCE South 01 degrees 22 minutes 40 seconds West for a distance of 35.00 feet leaving said North line, t$o-set 3/8" rebar 8 cap; THENCE South 88 degrees 24 minutes 10 seconds East for a distance of 342.62 feet to a set 3/8" rebar 8 cap on the Westerly Right of Way line of Gordon Road; THENCE North 27 degrees 47 minutes 12 seconds East for a distance of 39.00 feet along said Westerly Right of Way line to the Point of Beginning. Together with and subject to covenants, easements, and restrictions of record. Said property contains 0.28 acres more or less. eNote: this survey based in part on a survey by Joe D. White, PLS 0 534, dated 5i 1 i92. CENTER OF INTERSECTION GORDON ROAD 8 DENNY ROAD. CERTIFICATION I hereby certify that I have on this date surveyed the property described hereon in accordance with monuments found, and that this plat conforms to that survey. Date: May 28, 1997 Job: 49705054 co—ordinate file: 9705054.crd plat file: 9705054.pll STATE SURVEYOR'S FILING CODE: 500 -02N -14W-0-35-430-60-1026 0eI'- IGir , Randy S. Crosland, PLS 141026 Randy S. Crosland Surveyors, Inc. 8013 Marche North Little Rock, Arkansas 721 18 ' telephone: (501) 851-0354 V10 STATE OF ' ARKAN,5.1S •, ?rb; 0.1026 _C)At E- v r � �0� �, S.• CRQS�'���. 0 QPM/ FOUND STONE, NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 2 NORTH, RANGE 14 WEST.