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HomeMy WebLinkAboutS-0867-CCCCCCCC MapCHENAL VALLEY DR. VICINITY MAP (NTS) THIS PLAT CHENAL PARKWAY �a RNNUNG ?,ONO \O' CHENAL VALLEY DR. DENNY ROAD KANIS ROAD R542.96' CDN21'30'08'W LC260.10' ARKANSAS STATE PLANE COORDINATES N 163174.14 E 1163855.94 N 163183.66 E 1163840.80 N 163328.50 E 1163687.53 N 163786,23 E 1163361.96 1 N1153595.72 E 1163301.88 I N 164027.21 E 1163458.12 I N 164100.35 E 1163737.61 I N 164165.79 E 1163812.75 I N 164220.71 E 1163974.05 I N 164218.24 E 1164015,10 I N 164318.43 E 1164021.14 I N 164.324.23 E 1164105.66 N 164213.72 E 1164123.25 1 _N_ 164051.88 E 1164264126 N 163840.10 E 1164378.65 I N 163798.95 E 1164384.21 N 163752.31 E 1164385.68 I- N 163677.11 E 1164380.31 I N 163467.89 E 1164330.05 I N 163483.44 E 1164236.85 I N 163414.40 E 1164047.55 LEGAL DESCRIPTION PART OF THE NW1/4 OF SECTION 27, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF TRACT A, BLOCK 98, CHENAL VALLEY, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE EASTERLY RIGHT-OF-WAY LINE OF CHENAL VALLEY DRIVE; THENCE NORTHERLY ALONG SAID EASTERLY RIGHT-OF-WAY LINE THE FOLLOWING: (1) N57'49'04"W, 17.89 FT.; (2) NORTHERLY ALONG THE ARC OF A 542,96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N46-37'13"W, 210.87 FT.; (3) N35'25'23"W, 561.70 FT. AND (4) NORTHERLY ALONG THE ARC OF A 542.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N28'45'23"W, 124.89 FT.; THENCE N49°54'55"E, 204.21 FT. TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF MIRAMONT BLVD.; THENCE EASTERLY ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE THE FOLLOWING: (1) EASTERLY ALONG THE ARC OF A 325.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N75'20'06"E, 288.90 FT.; (2) N48'56'47"E, 99.64 FT.; (3) EASTERLY ALONG THE ARC OF A 225.00 FT, RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N71°11'51"E, 170.40 FT. AND (4) S86'33'04"E, 41.12 FT.; THENCE NO3'26'56"E, 100.37 FT.; THENCE EASTERLY ALONG A 475.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N86'04'20"E, 84.72 FT.; THENCE S09'02'40"E, 111.90 FT.; THENCE S41'03'51 "E, 214.66 FT.; THENCE S28'22'32"E, 240.70 FT.; THENCE S07'41'30"E, 41.52 FT.; THENCE S01'48'17"E, 46.67 FT.; THENCE SO4'04'56"W, 75.39 FT.; THENCE S13'30'28"W, 215.18 FT. TO THE NORTHEASTERLY CORNER OF LOT 12, BLOCK 98, CHENAL VALLEY; THENCE SOUTHWESTERLY ALONG THE NORTHWESTERLY LINE OF SAID BLOCK 98 THE FOLLOWING: (1) N80'31'23"W, 94.49 FT.; (2) S69'57'45"W, 201.50 FT. AND (3) S38°34'19"W, 307.32 FT. TO THE POINT OF BEGINNING, CONTAINING 15.9603 ACRES MORE OR LESS. CERTIFICATE OF SURVEYING ACCURACY I I \ I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS R475.00' PLAT CORRECTLY REPRESENTS A BOUNDARY "'O' ,�11""" SURVEY MADE OR VERIFIED BY ME, ALL I CDN86°04 20„Ev?^3cry'r. 11 1�` ,• MONUMENTS REQUIRED ACTUALLY EXIST AND LC84.72 ..,t1T� ARE CORRECTLY SHOWN HEREON AND THAT ALL R225.00' w r.l £ ' R/W DEDICATION v 11 1 r r rt= SURVEYING REQUIREMENTS OF THE LITTLE CDN71'11'51'E S86°33'04"E tD- 7�. - ROCK SUBDIVISION RULES AND REGULATIONS LC170.40' i0 r. ,THIS PLAT o HAVE BEEN COMPLIED WITH. 60 180 ///'/ 41.12' wo S86°33'04' �o ' t" 72 C4 0 .2 0 4' C5 N CD n i' Z 1rl = "E S 86'3 04" E R325.00' DATE OF EXECUTION DANIEL W. HAVNER 60 ft S86°33'04 41.12' 72.24' 13 CDN89'43'48'W REGISTERED LAND SURVEYOR (� LC36.04' a{°"e11111j""'a, NO. 1542, ARKANSAS FA C,l'r : '''. „ i 0� O " - 4� N 8105,92' E S 6gS2'p8„ &�....iFCAL , TRACT B 38 67.48' 6j 3q 8 F : v F ;c rn v` aq Y 7� 41, 90 CERTIFICATE OF ENGINEERING ACCURACY TRACT A Am� 41 Ci R542.96' CDN46'37'13"W LC210.87' ; i 41 i 7)990gy� O �� i / / / / / I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE L TLE ROCK SUBDIVISION RULES AND R W ION HAVE BEEN COMPLIED WITH DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS IIIIIIIiI�IIIIIIIIIIIIIIIII 111111111 2015065799 PRESENTED 1020-201502.5753 PM RECORDED 10-20-2015030553 PM In Official Records of Larry Crane Circuit/County Clerk PULASKI CO. AR FEE $15.00 1(G i� ' �rE IFRI D S 07'41'30" E 41.52' S 01'48'17" E 46.67' CENTERLINE CURVE DATA r , _ ,Gl�s�/ COIRdTY, PQ�Py`y``` (CURVE_ LENGTH DELTA TANGENT_ RADIUS 59.01' -- 11016'09' -- 29.60' - - 300.00' C2 38,68' 08'03'34" 19.37' 275.00' C3 214.63' 44'43'04" 113.12' 275.00' C4 213.60' 44'30'08" 112.51' 275.00' - 25.13' 05' 14' 11 ° 275.00' `C5 C6 93.66' 30'39'56" _12.58' 47.98' 175.00' C7 42.56' 13'56'04" 21.39' 175.00' C8 I 137.66' 105'09'40" 98.03' 75.00' 332,00' 2T10'29" 169.18' 700.00' rCC7110133.54' 1 193.32 10T00'49" 100'41'36" 92.64' 132.72' 75.00' 110.00' 1 _C12 I 79 32' _ __.._._ 1941'36" 39.78' 425.00' CERTIFICATE OF OWNER 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, AR D.R. 621 PAGE INSTRUMENT NO. 233 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. DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN =---= ARE TO BE USED FOR A) UTILITIES WHEN LABELED "UTILITY ESMT." OR B) DRAINAGE AND STORM DRAINAGE OVERFLOW WHEN LABELED "DRAINAGE ESMT.' OR C) DRAINAGE, STORM DRAINAGE OVERFLOW AND UTILITIES WHEN LABELED DRAINAGE/UTILITY ESMT.' 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. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.00 FT., UNLESS NOTED OTHERWISE. 7. 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. 8. ALL FRONT BUILDING SET -BACK LINES ARE 25 FT, 9. THERE IS AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT OF ALL LOTS, ADJACENT TO THE STREET RIGHT-OF-WAY. - 10. TRACTS A, B, AND D MAY BE USED AS EASEMENTS FOR UTILITIES, PEDESTRIAN PATHS, TRAILS AND LANDSCAPING WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 11. TRACT C MAY BE USED AS EASEMENTS FOR UTILITIES, PEDESTRIAN PATHS, TRAILS, GOLF CART PATHS, LANDSCAPING, AND EMERGENCY ACCESS WITH APPROVAL OF DEVELOPER. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 12. TRACT D MAY BE USED AS AN EASEMENT FOR DRAINAGE AND DRAINAGE OVERFLOW. PLAT OF LOTS 1-24, LOTS 1-10, TRACTS AB, & C TRACT D BLOCK 105 BLOCK 106 BLOCK 105 BLOCK 106 CHENAL VALLEY AN ADDITION TO THE CITY OF�� LITTLE ROCK, ARKANSAS To be known as "MIRABEL COURT" BEING PART OF THE NW 1 /4, SECTI(Lu �AL PLAT T-2-N, R-14-W PULASKI COUNTY, ARKANSAS A ned 8Y: OCTOBER, 2015 DATE: © WHITE-DATERS & ASSOCIATES, INC. Qi CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 15-529D