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HomeMy WebLinkAboutZ-8296 Map 2DESCRIPTION PART OF THE NE Y. OF SECTION 11, T-1—N, R-13—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: COMMENCING AT THE CENTER OF SECTION 11, T-1—N, R-13—W, A FOUND 1" PIPE; THENCE S88'03'35"E 1026.19' TO A SET Y2" REBAR; THENCE NOt'41'47"E 472.71' TO THE POINT OF BEGINNING A SET Y2" REBAR; THENCE CONTINUING N01'41'47"E 225.08' TO A SET Y2" REBAR, ON THE SOUTH RIGHT OF WAY OF KANIS ROAD: THENCE WITH SAID RIGHT OF WAY S88'58'33"W 270.35' TO A SET Y2" REBAR; THENCE ALONG A CURVE TO THE LEFT 137.91', HAVING A RADIUS OF 200.00' AND HAVING A CHORD BEARING AND DISTANCE OF S69'13'21"W 135.19', TO A SET Y2- REBAR; THENCE S49'28'08"W 67.26' TO A SET h" REBAR; THENCE ALONG A NONTANGENT CURVE TO THE RIGHT 123.62', HAVING A RADIUS OF 305.00' AND HAVING A CHORD BEARING AND DISTANCE OF S20'01'46"E 122.78' TO A SET )¢" REBAR; THENCE S88'06'59"E 399.33' TO THE POINT OF BEGINNING; CONTAINING 1.99 ACRES MORE OR Y2" REBAR LESS. SURVEYOR'S NOTES: HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON PAGIS MONUMENT 2040. CONTOUR INTERVAL = 2 FOOT. FIELD WORK FOR THIS SURVEY WAS COMPLETED APRIL. 2005. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS, BURIED UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN BASED ON VISUAL INSPECTION OF MANHOLES AND OTHER SURFACE FEATURES. McCLELLAND CONSULTING ENGINEERS HAS ACCURATELY DEPICTED THE UNDERGROUND AND SUBSURFACE FEATURES TO THE BEST OF THEIR KNOWLEDGE AND ABILITY. ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. FLOOD INFORMATION: NO PORTION OF THIS PROPERTY IS WITHIN THE BOUNDARIES OF A 100 YEAR FLOOD ACCORDING TO A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR CITY OF LITTLE ROCK,. ARKANSAS, PULASKI COUNTY. COMMUNITY PANEL NUMBER 050181 0101 F. DATED OCTOBER 19, 2001, NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, OF ANY PROPERTY CORNER MONUMENT, ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS SHOWN, TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. DECLARATION: I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND OR SE'�sf•IOWN, TO THE BEST OF MY KNOWLEDGE AND ABILages`('gISTE*•s`• Yt q.(y��oep•ae•yo '�%� �� ` 1z V 6-ARKAN EWlAlq A. TINNEL DATE _ l PROFESSIONAL LAND SURVEYOR �fxNA - " ARKANSAS NUMBER 1438�[LT= tA aoB� (9 ePPeeaeTreayee.�'" 4``y REBAR (SET) Y""Rebor w/cap #1438 (set) REBAR (SET) +' R -= 200.00' L - 137.91' CH S69'13'21"W \ \\�LC S 135.19 001,, j4" REBAR (SET) 0)' \ ' N 11 1.99 AC.t N C I l l R= 305.00" 1,91 L = 123.62' I II CH S20'01'46-E lid LC = 122.78' I 399.33 REBAR (SET)-_-_-_P.O.B. ;)I V REBAR (SET) P.O.C. h" Rebor (fnd) CN Yle Corner Section 11 TIN, R13W S88'03'35_E LEGEND FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) ® SET 1/2" X 24" REBAR (UNLESS OTHERWISE NOTED) © SANITARY SEWER MANHOLE CURB LINE _W_ _ _ — _ _ _ _ _W— — — — — WATER LINE 3y _ _ _ _ — _ _ -SSS— _ _, — — SANITARY SEWER LINE PROPERTY LINE RIGHT OF WAY LINE BUILDING SETBACK LINE — — — — — — — EASEMENT LINE GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) ffrr�� 1 inch = 100 ft. 1 McClellond PART OF THE NE 1R- OF ConwRinq SECTION 11, T-i-N, RR-13-W Engineers PULASKI COUNTY IncwPoroled I ARKANSAS P/II• Rc AR F"y I 8Do W. V.l = 1e10