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HomeMy WebLinkAboutS-1149-O Map 10 day ` � y C1y ROW G THIS SITE -O VICINITY MAP 9 N.T.S. � o Y IY Y 000000 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 N( POINTS ON A CURVE. 4. ERROR OF CLOSURE: EXCEEDS 1:50,000 5. RADII AT INTERSECTION OF STREET RIGHT OF W) 25.0'..LINLESS OTHERWISE NOTED. ARKANSAS STATE PLANE COORDINATES (NORTH ZONE/NAD 83) Q1 N 159358.35 E 1175077.08 Q2 N 159287.90 E 1175089.28 �3 N 159188.74 E 1175126.82 ® N 159129.79 E 1175163.15 QS 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 10 N 159182.06 E 1174686.33 Q N 159221.68 E 1174713.07 © N 159234.10 E 1174733.22 Q N 159353.37 E 1175048.32 rrnT UNt, ON.ZO Vttl;INtNUL SOUTH 58 DEGREES 21 MINUTES 21 SECONDS WEST, A DISTANCE 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, 126.26 FEET AND (4) NORTH 34 DEGREES 01 MINUTES 06 SECONDS EAST, 47.80 FEET TO A POINT ON T4E SOUTH RIGHT OF WAY LINE OF RAHLING ROAD; THENCE NORTH 58 DEGREES 21 MINUTES 21 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE, 23.67 FEET; THENCE EASTERLY CONTINUING ALONG SAG 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 , MAAi,rr, ,.,--T1FY THAT THIS OUNDARY ALL XIST AND VD THAT ALL LITTLE JLATIONS CERTIFICATE OF ENGINE RING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITYM ROCK SUBDIVISION RULES AND REG Io S HAVE BEFN CAPLIED WITH. %® DATE HAVNER D LAND SURVEYOR ARKANSAS \ of yd BO]lii, e08dR] E HIT--DATERA n_ v� e hAuSOGiATES, O #'538 •vs i7 p _ Ca\ aaa )F THE REAL HEREIN, DO _AID OFF, )0 HEREBY AID REAL S PLAT. IDELTIC REAL ESTATE, L.L.C., kL CLUB BLVD. ,CK, ARKANSAS .� ice'/� 3550 TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS A 1� 3 3 d 4nn4,2 razED paaFEgyg6.. co i:1VVIt A lv Wi'' No45033 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. r 17 Zo I - DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING LENT, NUMBER 20 ,FILED FOR IN PLAT BOOK IIIIIII�Illlllllllllllll111111111111111 2019081384 PRESEN D:12-M201903.4602PM RECORDED: 12-18-201903:50:12 PM In Official Records of Terri Hollingsworth Circuit/County Clerk PULASKI CO. AR FEE $15.00 PLA T OF , R & TRACT 4RA G.E' AT RAHLING ROAD , TION 36, T2N-R > 4 W 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>4W LITTLE ROCK, PULASKI COUNTY, ARKANSAS DECEMBER 2019 © WHITE-DATERS & ASSOCIATES, INC. Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 30' 0 30' 90' M:\2019\ViIIageAtRahling\L0T 4 REPLAT\LOT 4 REPLAT.dwg Scale 1 " - 30 ft Job No. 19-541L