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HomeMy WebLinkAboutS-1221-E Map 240 0 40 Scale 1" = 40 ft 120 k<' 0 AR wWSAS STATE. Hwy 10 � THIS PLAT JOE T. ROBINSON HIGH SCHOOL CH4SAAiONT pR NOR7,y,T� DR. Q'7 VICINITY MAP ARKANSAS STATE PLANE C❑ORDINATES (NORTH ZONE) N 174462 53 E 1159267.11 -- ) N 174447 73 E 1159144.91 ) N 174537 19 _ E 1159134.02 __ N 174608.12 E 1159112.41 1 N 17475128 E 1159079.61 N 174967 55 E 1159070.96 N 174950.84 E 1159239.60 N 174863 68 E 1159262.32 N 174491 99 E 1159265.96 3 PLAT BOOK G, PG. 159 Pi 2( CHEI` PART OF THE SE 1/4 NW 1/4 OF SECTION 16, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 71, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE NORTH RIGHT-OF-WAY LINE OF CHALAMONT PLACE; THENCE N6329'55"E ALONG SAID NORTH RIGHT-OF-WAY LINE, 150.73 FT.; THENCE NORTHEASTERLY CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 25.00' RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N22'29'347E, 32.81 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF CHALAMONT DRIVE; THENCE NORTHERLY ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 507.47 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N11'12'06'W, 129.16 FT. TO THE POINT OF BEGINNING; THENCE S83'05'39'W, 123.09 FT.; THENCE N0656'22"W, 90.12 FT.; THENCE N1656'18"W, 74.15 FT.; THENCE N12'54'25'W, 146.86 FT.; THENCE NO2'17'22"W, 216.45 FT.; THENCE S84'20'25E, 169.46 FT. TO A POINT ON THE WEST RIGHT- OF-WAY LINE OF CHALAMONT DRIVE; THENCE SOUTHERLY ALONG SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 185.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S14'36'45'E, 90.08 FT.; THENCE S00'33'39"E CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 371.71 FT.; THENCE SOUTHERLY CONTINUING ALONG SAID WEST RIGHT-OF- WAY LINE BEING THE ARC OF A 507.47 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S02013'32"E, 29.48 FT. TO THE POINT OF BEGINNING, CONTAINING 1.8971 ACRES MORE OR LESS. -Ep--L,- !T L=1 Y 101,4 Cp S84`20'25"E 169,46' er0`'05 169.46'006z rm 185.79' °'I6 ,5.0' Ocyl 185.91' Oz�167.91' Un C0 152.41O4Q Oncl? CPe0cil CA 131.50' CLA R E PLA CE O 7R 185.50'CDS14'36'45" E CLC90.08' r-3 p100 4 ICD �c4 I�WcoSE 114 1 V YY 114 wo�36' 3cm �o181.39'50"1000�123,0915.0'S83'0123.R507.47'CDN11'12'06'W LC 129.16' \a' R25.00CDN22°29'34"E LC32.81' 71 N6�'Lg off-/ L��Tg T f PLAT BOOK G, PG. 159 76 TRACT A R507.47' CDS02° 13'32" E LC29.48' CERTIFICATE OFOWN R 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 DELTIC TIMBER CORPORATION # 7 Chenal Club Blvd. Little Rock, Arkansas D.R. PAGE INSTRUMENT NO. 88-61004 CERTIFICATE OF SURVEYING ACCURACY 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. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS ERTIFICATE OF FINAL APPROVA 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 LITTLE ROCK PLANNING COMMISSION F� THIS DOCUMENT, NUMBER _,FILED FOR RECORD , 19 IN PLAT BOOK PAGE 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. ERROR OF CLOSURE: EXCEEDS 1:50,000 rt�a -7 � /03 tb NO PORTION OF THIS PROPERTY IS WITHIN THE 100 YEAR FLOOD BOUNDARY, AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. PLAT OF LOTS 1-7 BLOCK 75 To be known as "CHALAMONT PLACE"�rv)'� c/ ��' 1 BEING PART OF THE SE 1 /4 NW 114 OF SECTION 16 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS qj��[�}�v�9 APIRIILj,��^2003ww �97j�77y��/j'p© VV 1CLf1L LC 1L �� It LCiLRIAl� C� �6yA]7®�L.J.L.tl1.9 1LL V �L.r iX-�0CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 7222303-0126 fined E002 92:91 9t, 7 JeW and 1V1d\991\1VN3H3\C002\:W