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HomeMy WebLinkAboutS-1065-B Map 30 70 N 173051.90 CDN60'57 03'0' E 1171723.46 LC36.54' 6'0r,E 7038.68Di.,10vq R� 43aE 1171764.39R0F� N 173034.16 % Y E 1171691.52 \ � 8 0 � �� I \ —1 Eq_EM Nr s OI E 194.2� N 172998.64 R904.93' E 1171954.42 CDN08 187 37 ' �� 4=FFE=E _ ,183 I 1 BUI`G LINE30 o I i q I I F I I n N LO N 172848. 6 I I I L O T I o E 11716si24 3 <r I I I o w I V o0 W W JI J I CD CD I z I w o 01 ml ml R1004.93" V N 172753.88 CDN03'37'35" E E 1171661.73 LC52.77' SOUTH LINE OF THE NW1/4, SE1/4, SECTION 14 25' ACCESS AND UTILITY EASEMENT N 172693.69 N8609'32"W 225.49' N89'42'29"W E 1171938,57 N 172701.21 54.80' E 1171658.39 N 172693.97 I E 1171883.77 r; � I w . rn I Ci � N O CD i IZ 50 0 50 Scale 1" = 50 ft 150 � J LEGAL DESRIPTION Chenonceau Commercial Subdivision A tract of land in the NW1/4, SE1/4, Section 14, T-2—N, R-14—W, Pulaski County, Arkansas more particularly described as: Starting at the southeast corner of the SW1/4, SE1/4, of said Section 14; thence N88'13'307W along the south line of Tract B, Glenn Johnson Ranch, a subdivision in Pulaski County, Arkansas, 331.63 ft. to the southwest corner thereof; thence N0957'19"E along the west line of said Tract B, 1323.93 ft. to the northwest corner thereof, a point on the south line of the NW1/4, SE1/4, of said Section 14 and the point of beginning of the tract of land herein described; thence N88'09'32"W along the south line of said NW1/4, SE1/4, 225.49 ft. to a point on the east right—of—way line of Chenonceau Blvd.; thence northerly along said east right—of—way line, being the arc of a 1004.93 ft. radius curve to the left, a chord bearing and distance of N3'37'357E, 52.77 ft.; thence N707'15"E and continuing along said east right—of—way line, 94.84 ft.; thence northerly and continuing along said east right—of—way line, being the arc of a 904.93 ft. radius curve to the right, a chord bearing and distance of N8'03'42"E, 187.37 ft.;thence northeasterly and cotinuing along said east right of way line, being the arc of a 25 ft. radius curve to the right, a chord bearing and distance of N6(757'03"E, 36.54 ft. to a point on the south right—of—way line. of Arkansas State Highway No. 10.; thence S72'06'07"E along said south right—of—way line, 43.01 ft.; thence S78'06'07'E and continuing. along said south right—of—way line, 194.21 ft.; thence S2.58'36 W, 305.37 ft. to a point on the south line of the NW1/4, SE1/4, of said Section 14; thence NBT42'29"W along said south line, 54.80 ft. to the point of beginning containing 92,003 sq. ft. or 2.112 acres more or less. NOTE: THIS PROPERTY IS NOT WITHIN ANY /5FHA ACCORDING TO FIRM PANEL NO. 050181 0001E DAT=O NOV. 3, 1993. SOUTHWEST CORNER TRACT B GLENN JOHNSON RANCH SUB. N88'13'30"W 331.63' SOUTHEAST CORNER SW1/4, SE1/4, SECTION 14 T-2—N, R-14—W I CERTIFICATE OF SURVEYING ACCURACY I, JOE D WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION OE D. WHITE REGISTERED LAND SURVEYOR NO. 534, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, 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 LT FARM & TIMBERS COMPANY, INC. 7 HENAL CLUB BLVD. L LE ROCK, ARKANSAS INSTRUMENT NO. 85-325 CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDIVSION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID C� RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. CATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE OCK PLANNING ENGINEER NO. 5C33, ARKANSAS COMMISSION CERTIFICATE OF RECORDING THIS DOC M T, K MBER v ` } FILED FQ,R RECORD- 19 IN PLAT BOOK PACE GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN ---`- ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6. ERROR OF CLOSURE: 1:170571 a t PLAT OF LOT I CHENONCEA U COMMERCIAL SUBDIVISION IN CHENAL VALLEY AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS LOCATED IN THE NW1/4, SE1/4, SECTION 14, T-2—N, R-14—W P ULA SKI COUNTY, ARKANSAS © W== IID.4=W & A,9,90C ZA=99 H\T(Ce CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201