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HomeMy WebLinkAboutS-1149-O Map 30 L o� 0 ROpO THIS I S SITE VICINITY MAP � N.T.S. z o 0 j=a Y Y KANIS ROAD VICINITY MAP KANIS ROAD (NTS) LEGEND SET 1/2" IRON PIN ORIGINAL LOT CORNER CURVE DATA C1 CHORD=S20'44'05"E-106.02' RADIUS=280.00' ARC LENGTH=106.67' C2 CHORD=N69'16'02"E-336.91' RADIUS=889.93' ARC LENGTH=338.96' C3 CHORD=N54'49'16"W-35.36' RADIUS=25.00' ARC LENGTH=39.27' NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNEF 2. UTILITY EASEMENTS SHOWN - - = - ARE TO B USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED POINT ON INTERSECTION OF LOT LINES AND Nc POINTS ON A CURVE. 4. ERROR OF CLOSURE: EXCEEDS 1:50,000 5. RADII AT INTERSECTION OF STREET RIGHT OF % 25.0', .UNLESS OTHERWISE NOTED. ARKANSAS STATE PLANE COORDINATES (NORTH ZONE/NAD 83) N 159358.35 E 1175077.08 Q N 159287.90 E 1175089.28 Q3 N 159188.74 E 1175126.82 ® N 159129.79 E 1175163.15 ( N 159054.76 E 1175041.42 © N 159079.80 E 1175025.99 Q7 N 158950.99 E 1174816.98 ® N 159069.33 E 1174744.06 O N 159074.57 E 1174752.57 1@ N 159182.06 E 1174686.33 111 N 159221.68 E 1174713.07 1@ N 159234.10 E 1174733.22 0 N 159353.37 E 1175048.32 nr+1 ul'L' ve.co F¢;" inuva,L aVUin DO Urk KUZI ZI MINUItJ Zl StGUNUS WtSI, A UISIANUL OF 143.00 FEET; THENCE NORTH 31 DEGREES 38 MINUTES 22 SECONDS WEST, A DISTANCE OF 29.40 FEET THENCE SOUTH 58 DEGREES 21 MINUTES 21 SECONDS WEST, 245.5 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF CHENAL PARKWAY; THENCE NORTHERLY ALONG SAID EAST RIGHT OF WAY LINE THE FOLLOWING: (1) NORTH 31 DEGREES 38 MINUTES 39 SECONDS WEST, 139.00 FEET; (2) NORTH 58 DEGREES 21 MINUTES 21 SECONDS EAST, 10.00 FEET; (3) NORTH 31 DEGREES 38 MINUTES 39 SECONDS WEST, 126.25 FEET AND (4) NORTH 34 DEGREES 01 MINUTES 06 SECONDS EAST, 47.80 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF RAHUNG ROAD; THENCE NORTH 58 DEGREES 21 MINUTES 21 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE, 23.67 FEET; THENCE EASTERLY CONTINUING ALONG SAID SOUTH RIGHT OF WAY LINE BEING THE ARC OF A 889.93 FOOT RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF NORTH 69 DEGREES 16 MINUTES 02 SECONDS EAST, 336.91 FEET; THENCE NORTH 80 DEGREES 10 MINUTES 44 SECONDS EAST CONTINUING ALONG SAID SOUTH RIGHT OF WAY LINE 29.19 FEET TO THE POINT OF BEGINNING. CONTAINING 2.539 ACRES (MORE OR LESS) CERTIFICATE OF SURVEYING ACCURACY I, DANIEL W. HAVNER, HEREBY CERTIFY THAT THIS OUNDARY ALL XIST AND ND THAT ALL LITTLE ULATIONS 44Lt�_ HAVNER :D LAND SURVEYOR 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 LIT ROCK SUBDIVISION RULES AND REG 0 S HAVE BEAN CQ'iv1PLIED WITH. r® DATE `ae,waq a,+nee+r, m ?'4"!RITE-DATERS e & ASSOC ATES, eJ; INC. =gym 538 ,/,4' ; m �/p,,° < �ee'N w,eUaaaae OF THE REAL HEREIN, DO LAID OFF, DO HEREBY 31AID REAL IS PLAT. 4DELTIC REAL ESTATE, L.L.C., AL CLUB BLVD. DCK, ARKANSAS 19550 /� f TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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 CERTIFICATE OF RECORDING MENT, NUMBER 20 IN PLAT BOOK ,FILED FOR 2019081384 PRESENTED: 12-18-201903.38.02 PM RECORDED: 12-18-201903:50:12 PM In Official Records of Terri Hollingsworth Circuit/County Clerk PULASKI CO, AR FEE $15,00 ��I1G�iIlY YR TRACT . ,, GE A T RAHLING R ®AD CTION 36, T2N-R14W LITTLE ROCK SKI COUNTY, ARKANSAS REPLAT OF LOT 4 & TRACT B OF THE VILLAGE AT RAHLING ROAD AND A PORTION OF PROPERTY LYING IN SECTION 36, T2N-R i 4W LITTLE ROCK, PULASKI COUNTY, ARKANSAS DECEMBER 2019 © WHITE-DATERS & ASSOCIATES, INC. 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 30' 0 30' 9o, M:\2019\Vi1IageAtRahling\LOT 4 REPLAT\LOT 4 REPLAT.dwg Scale 1 " = 30 ft Job No. 19-541L