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HomeMy WebLinkAboutS-1074-B Map 250 0 n Scale 1 50 150 = 50 ft 16 Legal Description Part of Tract B, Glenn Johnson Ranch Subdivision, Pulaski County, Arkansas, located in the SE1/4 of Section 14, T-2—N, R-14—W, more particularly described as: Starting at the Southwest corner of said Tract B, thence S88'13'35"E along the South line of said Tract B, 331.64 ft; thence S88'13'40"E and continuing along said South line, 221.26 ft. to the Southeast corner of Lot 23, Block 1, Chevoux Court, an Addition to the City of Little Rock, Arkansas, the point of beginning of the parcel of land described herein; thence NO1'46'20"E along the East line of said Lot 23, 122.50 ft. to the South right—of—woy line of Chevaux Circle; thence S88713'40"E along said South right—of—way line, 10.68 ft.; thence Easterly along said South right—of—way line, being the arc of a 172,50 ft, radius curve to the left, a chord bearing and distance of N82'12'46"E, 57,29 ft., thence Easterly and Northeasterly along said South right—of—way line, being the ore of 75.00 ft. radius curve to the left, a chord bearing and distance of N4-K06'25"E, 143.32 ft.; thence Northerly along the East right— of—way line of Chevoux Circle, being the arc of a 172.50 ft. radius curve to the left, a chord bearing and distance of N14'00'04"E, 57.29 ft. to the Southwest corner of Lot 17, Block 1, said Chevaux Court; thence S85733'30"E along the South line of said Lot 17, 120.00 ft. to the West line of Tract B, said Chevaux Court; thence SO4'26'30"W along said West line, 79.10 ft.; thence Southerly and continuing along said West line, being the are of a 1276.59 ft. radius curve to the left, a chord bearing and distance of 501'04'53"E, 202,61 ft. to the South line of Tract B. Glenn Johnson Ranch Subdivision; thence N88713'40"W along said South line, 309.27 ft, to the point of beginning, containing 1.3397 acres more cr less. LLJ —J U U X 14 > 17 LLJ 45 S85°33'30"E = 120.00' U 9933'3g•. R17? 1. �� 1141 1 - J4,.� LC57.29' 15 R75.00' CDN48'06'25"E R 172.50'HZ '\CDN82' 12'46" ELC57.29'_CHEVAUX CIRCLE 5801387�m' cN23 Rj CD M SW Corner of Tract B Glenn Johnson Ranch Subdivision / S88'13'35"E S88'13'40"E 331.64' 221.26' 50 STATE PLANE COORDINATES 46 I, 3 18 -h o M M 10) Q l o ou m .0 113 47•37'� n 123.84' _ o N r\ Go��O j172T50 hh ha' 70.00' 9° 107.58' �b N88"13'40'W 309.27' 39 PAGIS MKR 2078-0169 3 CD L J D co ti m e v Z Q CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, PAUL M, WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO _ SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS "' HAVE BEEN COMPLIED WITH.. '- ` �•. ,r,�._ DATE OF EXECUTION DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS ADDRESS INSTRUMENT NO. 96-3323 CERTIFICATE OF ENGINEERING ACCURACY 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 SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY - HAVE BEEN COMPLIED WITH. -. - ' EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS, LLY 22,1997 DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION 40 11c't')1110:� 43 PAGIS MKR2078-0170 19 O O 7 � IN S�9D, R 1276-59' CDSO1-04'53"E s LC 202.61 ' s s, 20 �� }2a3T25 �� In I� 131.69' (4 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. EPROR OF CLOSURE: 1:580,214 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER a FILED FOR RECORD 19 ` 11 IN PLAT BOOK PAGE °a ME ME PLA T OF LOTS 18-22, BLOCK 1 ' C�IL'VACX COURT AN ADDITION TO THE CITY OF LITTLE R 0 CK, ARKANSAS PHASE I - B © W,/b ll TE DA11 LGI1U & 1119300Z. 1111 ,99 l 4(c. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Job No. 97 0238