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HomeMy WebLinkAboutS-1074 Map 5_44�4f_ N h CIV N j4� R527.96' (� / _fir 1S�oFOsl CDN15 33'45' E / LC92.48' as.00• rn 1 ^CJ m hJ CHEVAUX COURT PHASE 2-A 50 0 50 Scale 1" = 50 ft CURVE LENGTH DELTA RADIUS TANGENT 150 C1 88.30' 8'49'51" 572.96' 44.24' C2 112.05' 85'36'05' 75.00' 69.45' p �y 90� 2 'R25.00'' CDN27'34r 59 W 2 �3 LC30.87' Sss4 if 6 � r� 2-2,�D •l�C 31 \\� PLAT BK. F, PG. 627 I R97.50' CDN38'49'30'W LC88.16' BLOCK 2 1 PLAT 8K. F. PG. 253 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 UTTLE 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 N65742'13"W AND CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE, 160.74 Fi.; 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 N1933'45"E, 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 S6942'13"E ALONG SAID SOUTH RIGHT-OF-WAY LINE, 204.93 FT.; THENCE S58'08'28'E AND CONTINING ALONG SAID SOUTH RIGHT-OF-WAY UNE, 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 35'1TW, 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. i MR Q 70 3 w �30 \ S7, b \ ZI \ \ 516' 15' 28 \ g6p2hp 4 \ %K � \ 10 13TOz55• 176.90, S79'32 0 tJ ti 5 PLAT BK. F, PG. 253 ARKANSAS STATE PLANE COORDINATES Q N 172537.85 E 1172700.57 2 N 172606.53 E 1172645.29 3O N 172672.66 E 1172498.79 (�)_N 172700.03 E 1172484.50 Q N 172789.12 E 1172509.31 Q N 172809.79 E 1172517.07 -- l�7 N 172725.47 E 1172703.86 ® N 172603.80 _ E 1172899.65 Q N 172569.96 E 1172874.53 PAGIS Marker # 2078-0169 Co R561.06' CDS36"35' 154 LC42.14' 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 'A 14 Ellk PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS 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. 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 PIEDMONT CORPORATION 4001 East 13th St. North Little Rock, AR 73114 INSTRUMENT NO. 96-3323 [•T3dyC7' : • 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 TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAT BOOK-. PAGE GE. NERAL 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. LOTE WITH ROUNDED CORNERS ARE MEA:.URED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 6. NO F ORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 (EAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOC) BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. 7. VEHFULAR ACCESS TO LOTS 1-4, BLOCK 1 WILL BE FROM CHEVAUX CIRCLE ONLY. PLAT OF LOTS > -4, BLOCK CHI' VA UX C 0 UR T PHA SE 2 -A 4N ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING PART OF TRACT B, GLENN JOHNSON RANCH SUBDIVISION PULASKI COUNTY, ARKANSAS DECEMBER, 2000 © wErffX=IID.417P1E1 w & Amos IA1 rm% Iff4c Q CIVIL ENGINEERING. LAND PLANNING ✓k DEVELOPMENT. SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Job N 00-0709