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HomeMy WebLinkAboutS-1074 Map 6R527.96' CDN15'33'45"E LC92.48' 2 , -o is: N s(i 0 .20. R25.00'� N6S• �&� CDN27'34'59"W ��' �3'�S'r. j ^e LC30.87' 31 PLAT BK. F. PG. 627 I R97.50' CDN38'49'30'W BLOCK 2 1 LC88.16' PLAT BK. F. PG. 253 CHEVAUX COURT PHASE 2-A PART OF TRACT B, GLENN JOHNSON RANCH SUBDIVISION, LOCATED WITHIN THE SE1/4, SECTION 14, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE NORTHWEST CORNER OF LOT 5, BLOCK 1, CHEVAUX COURT, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE NORTHWESTERLY ALONG THE NORTH RIGHT-OF-WAY LINE OF CHEVAUX CIRCLE BEING THE ARC OF A 97.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N3949'30"W, 88.16 FT.; THENCE N65'42'130W AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 160.74 FT.; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N2734'59"W, 30.87 FT. TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF CHEVAUX COURT; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 527.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N15'33'45E, 92.48 FT.; THENCE N2935'14"E AND CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE, 22.08 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY. # 10; THENCE S65'42'13"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 204.93 FT.; THENCE S5608'28"E AND CONTINING ALONG SAID SOUTH RIGHT-OF-WAY LINE, 230.51 FT. TO A POINT ON THE WEST LINE OF TRACT B, SAID CHEVAUX COURT ADDITION; THENCE SOUTHWESTERLY ALONG SAID WEST LINE BEING THE ARC OF A 561.06 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S36'35'18"W, 42.14 FT. TO THE NORTHEAST CORNER OF SAID LOT 5, BLOCK 1; THENCE S79'32'23"W ALONG THE NORTH LINE OF SAID LOT 5, 176.90 FT. TO THE POINT OF BEGINNING, CONTAINING 1.1834 ACRES, MORE OR LESS. ta 50 0 50 150 Scale 1" = 50 ft CURVE LENGTH DELTA RADIUS TANGENT. C1 88.30' 8'49'51" 572.96' 44.24' C2 112.05' 85'36'05" 75.00' 69.45' C•1�1ci1w6lakfifflin I, PAUL M. 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 PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281. ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. wimingymem•u 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 INSTRUMENT NO PIEDMONT CORPORATION 4001 East 13th St. North Little Rock, AR 73114 96-3323 PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIN DTHY E. DATERS RE 1STERED PROFESSIONAL DATE OF EXECUTION EN JINEER NO. 5033, ARKANSAS LITTLE ROCK PLANNING COMMISSION 70 CERTIFICATE OF RECORDING 9pp0 284�, O THIS DOCUMENT, NUMBER FILED FOR F :� �h 70 'AVM RECORD _ , 19 IN PLAT BOOK PAGE -. GENERAL NOTES: r 2 - 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS. S7' 2. ALL EASEMENTS SHOWN - = = = ARE TO BE USED 0. 7 FOR DRAINAGE AND/OR UTILITIES. 3 LOTS NTH ROUNDED CORNERS ARE b MEASURED TO A POINT OF INTERSECTION ^� OF LOT LINES AND NOT POINTS ON A 36�\w 1615" CURVE, �28• \ ti R561.06' 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. g6p26� 6 \ 5'18"W LC42.14 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 a 5 G.� $° _.- g O 6. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE -' 0, 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP 176.9 p� FOR PULASKI COUNTY, ARKANSAS. 32 2 3''W 1O S�9 1� 7. VEHICULAR ACCESS TO LOTS 1-4, BLOCK 1 WILL BE FROM CHEVAUX CIRCLE ONLY. 5 h S' PLAT BK F, PG 253 1 PLAT OF LOTS 1-4, BLOCK 1 ARKANSAS STATE PLANE COORDINATES w CHL A C O T 1O N 172537.85 E 1172700.57 n � Z vX UR _ PHA SE 2 -A Q N 172606.53 E 1172645.29 Q N 172672.66 E 1172498.79 4N ADDITION TO THE CITY OF 14172700.03 E 1172484.50 LITTLE ROCK ARKANSAS Q5 N 172789.12 E 1172509.31 , © N 172809.79 E 1172517.07 0 N 172725.47 E 1172703.86 BEING PART OF TRACT B, N 172603.80 E 1172899.65 GLENN JOHNSON RANCH SUBDIVISION (9� N 172569.96 E 1172874.53 PULASKI COUNTY, ARKANSAS PAGIS Marker # 2078-0169 DECEMBER, 2000 ©VVlalfL11TZ)AIlflifW&s'l29LLYU..Ila71%!Z%11 C. Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Job # 00-0709