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HomeMy WebLinkAboutS-1074-H Map 2R527.96' COW 5'33'45'E LC92.48' CHEVAUX COURT PHASE 2-A �� Z N C & ad No Vehicular 5 7� ?eye i00 �s Esmt 45830' •S 1p, \ U \ �h 1 � II O �13551'15 4 � 111 (• 4\ (sl R25.00' C� g CDN2734'59' W q, 4 LC30.87' Sss\2\ 31 PLAT 8K. F, PG. 627 50 0 Scale 1" M = 50 ft CURVE LENGTH DELTA RADIUS TANGENT 150 C1 88.30' 949'51" 572.96' 44.24' C2 112.05' 85'36'05" 75.00' 69.45' 01 'o - e a 91 r. �O \ 2 � G;k fsmt z2` o R97.50' CDN38'49'30"W LC88.16' BLOCK 2 1 PLAT BK. F, PG. 253 PART OF TRACT 8, 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 N3949'37'W, 88.16 FT.; THENCE N65'42'13"W 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 N27'34'59"W, 30.87 FT. TO A POINT ON THE EAST RIGHT-OF-WAY UNE 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 N1533'45"E, 92.48 FT.; THENCE N2935'147E 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 S58'08'2TE 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 S36'3518"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. moo/ aryl 'v 7 �o � •86, \7643'05" 1 � ' �GSSTEg��''•.q • 4•'•STAT80F''••.• •''� ••• ARKANSAS NO.12Rt O SIGNATURE L LO •• RTIFICATE OF SURVEYING ACCURA 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 Align.SAS _N I, TIMOTHY E. DATERS, HEREBY CERTIFY 4 t THAT THIS PLAT CORRECTLY REPRESENTS A I REGISTERED ' PLAN MADE BY ME, AND THAT THE Pit 0 F E S S I A N A L N ENGINEERING REQUIREMENTS OF THE LITTLE ENGINEER ; ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. NO.5033 40 O �ail Z�yY E DATE OF EXECUTION "orate' .,'✓ 1 za wt ii4RtiY - EASE'EN7S C.,";diREJ RTIFICATE OF WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DC HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREB" LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION PIEDMONT CORPORA^:ON 4001 East 13th St. North Little Rock, P° 73114 INSTRUMENT NO. 96-3323 CERTIFICATE OF FINAL APPROVAL 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. TIMOTHY E. CATERS REGISTERED PROFESSIONAL DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS E3 NO ADDNIONAl CERTIFICATE OF RECORDING C1 ADDITIDNAL'ASENE ARE F.0 wRFD AS SHO I/[1i1 ¢L Slv" THIS DOCUMENT, NUMBER FILED FOR in$h J RECORD , 19 IN PLAT BOOK PAGE `ti�� 4 \ \ �� R561.06' CDS36°3518'W a o z'ss LC42.14' A .90' pQ0 O S79'32' 5 � PLAT BK. F, PG. 253 �Q.' 1..y��. 04SEW ARKANSAS STATE PLANE COORDINATES N 172537.85 E 1172700.57 � m Q2 N 172606.53 E 1172645.29 Q N 172672.66 E 1172498.79 !� N 172700.03 E 1172484.50 5 N 172789.12 E 1172509.31 LITTLEROC © N 172725.47 E 1172703.07 ' MUNICIPAL WATER Q7 N 172725.47 E 86 1172703.86 93�OR Q N 172603.80 E 1172899.65 r..r'VSfiPPf2^ ' 7 9 N 172569.96 E 1172874.53 PAGIS Parker i1 2078-0169 f, NERA.I_ NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS. 2. ALL EASEMENTS SHOWN - - - - ARE TO BE USED FOR LANDSCAPE, 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. ERROR OF CLOSURE: EXCEEDS 1:50,000 6. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. LITTLE ROCK PLANtiING COMMISSION 3 ;15 PLA T OF LOTS 1-4, BLOCK 1 C11P-,LT X COURT PHASE 2 -A AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING PART OF TRACT B, GLENN JOHNSON RANCH SUBDIVISION PULASKI COUNTY, ARKANSAS MARCH, 2001 CIVIL ENGINEERING, LAND PUNNING & DEVELOPMENT, SURVEYING 0 24 RAHDNG CIRCLE LITTLE ROCK. ARKANSAS 72223 Job 9 00-0709 _s