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HomeMy WebLinkAboutS-1538-A Map 3- T U ur�a� �d sib 5 L ar a 1 s l C41' y W 44 S§1 m aeA. m n'! eatanal Mann Rd ❑ " 5 C d nsrn ,V}-I , FArkansasTire f 7,1 y ake 07 - v 1 Western H.7s : V S ti ❑ T {._Comdry cr.� I f m 7 ❑` r, I 0 c 1 rn v _. 6 a IM 7 - .. I .. v c Roo I cNw � Pod d � _ I �1 u' o - ..1 =�"1 -�- 5 I q l s = m p' � m 1 -Hindman. f:nd�rrm-- 2 w ir Harridan Rtl Pack Gaff I,- -y_ � _ �_ ID q ' °tiLy 3 - m.�-m- F �L• I C -I - - I^" course - r� o II 1 I � J r 1 1, ti I phi'e11' Q � LarshadRd VVp61h!.;! 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SIGNED AR S' 9/28/2012 DATE OF EXECUTION NAM �g:�J't�f30FlONAL :u ENGINEE'f,�10. Q�� ANSAS N o. 71 -< < CERTIFICATE OF SURVEYING ACCURACY JAMES A._RASBURRYHEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE 13Y ME AND BOUNDARY MARKERS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATE �G R�ORRECTLY SHOWN. - SIGNED -ARKANSAS � NO. 150r 9/28/2012 DATE OF EXECUTION NAME R s sED URVEYOR No-1- -06 H L LA 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. 9/28/2012-------------- SIGN DATE OF EXECUTION NAME N CENiER, L 11419 SROAD SUITE 2100 LITTLE ROCK, AR. 72210 SOURCE OF TITLE: D.R. _ __ __ PAGE INSTRUMENT No._2_0o4-0d 9 9z CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGULNTIONS, 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. SIGN 9 28 2012 � 118895.595 1188358.646 BOURN 'hrnum 118377.068 15' E MT 1188333.196 � 118330.00 CS 1188327.313 N 88042'19" W 27 118329.554 1188354.516 0 Li v 0 v` 0 118022.738 1188332.2 66 C4 117925_552 1188335.814 C1 119766.652 1188758.E 119749-6J 4- 1188741.269 C � � 4 Z b PART OF NW 1/4 SW 1/4 1188395.588 1194 Z7.581 1188560.805 SW CORNER NE 1/4 SW 1/4 SECTION 4 T-1-S, R-13-W 25' BLDG. L THE 9035'55"E 287.99' S 88°54'02" W 342.15' 7 25' BLDG. LINE I C9 118686.0 1188379. 5 Z 5 o U-U41.8 4 LAKE �1188392. 97 TRACI B 251,342.72 q. Ft, 5,77 Ac es C9 PART OF SW 1/4 S 11 118401.347 1186426 588 `P' 0 N N r d m z J �n PROPERTY DESCRIPTION W A AND PART OF THE SOUTHEAST QUARTER ALL IN SECTION 4 TOWNSHIP PART OF THE SOUTHWEST QUARTER, A A ❑ HIP 1 SOUTH RANGE 13 WEST P LA U SKI COUNTY ARKANSAS DESCRIBED AS FOLLOWS, COMMENCING AT A 4 REBAR MARKING THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE C # G SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 1 SOUTH, e , RANGE 13 WEST THENCE SOUTH 89 35 55 EAST ALONG THE SOUTH LINE OF SAID NW i/4 SW 1/4 FOR 1 R 044,07 FEET TO A POINT ON EAST A AS RIGHT OF WAY LINE OF A ROAD AND THE POINT OF BEGINNING) THENCE ALONG SAID EAST RIGHT OF WAY THE FOLLOWING COURSESr THENCE NORTHERLY ALONG SAID RIGHT OF WAY 163.50 FEET ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 570,00 FEET SAID CURVE HAVING A CHO RD DIRECTION OF NORTH 130 06I15 EAST AND A CHORD LENGTH OF 162.94 FEET) THENCE NORTH 21019'17' EAST 454.39 FEET) THENCE NORTHEASTERLY ALONG SAID RIGHT OF WAY 328.95 FEET ALONG A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 770.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 33033'35' EAST AND A CHORD LENGTH OF 326.45 FEET) THENCE NORTH 45047'54' EAST 24.44 FEET) THENCE SOUTH 45'47'31' EAST LEAVING SAID RIGHT OF WAY LINE 1568,26 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY OF I-30J THENCE SOUTH 43°46'47' WEST ALONG SAID WESTERLY RIGHT OF WAY 1103,96 FEET TO THE INTERSECTION OF THE WEST RIGHT OF WAY OF I-30 AND THE NORTH RIGHT OF WAY OF OTTER CREEK ROAD) THENCE ALONG THE NORTH RIGHT OF WAY OF OTTER CREEK ROAD THE FOLLOWING COURSESi NORTH 77'58'08' WEST 236,04 FEET) THENCE NORTH 58'10'17' WEST 18.32 FEET) THENCE NORTH 82'44'03' WEST 68.81 FEET) THENCE NORTH 80917'26' WEST 145.12 FEET) THENCE WESTERLY ALONG SAID RIGHT OF WAY 334.44 FEET ALONG A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 505.00 FEET SAID CURVE HAVING A CHORD e , DIRECTION OF SOUTH 82 32 55 WEST AND A CHORD LENGTH OF 328,37 FEET THENCE NORTHERLY D ❑ ERLY 97.44 FEET ALONG A CURVE CONCAVE EASTERLY HAVING ) ER Y A ING A RADIUS OF 448,00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 02'05'06' WEST AND A CHORD LENGTH OF 97.25 FEET) THENCE NORTH 04'08'46' EAST 307.61 FEET) THENCE NORTH 88'42'19' WEST 27.19 FEET) THENCE NORTHERLY 47.28 FEET ALONG A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 955.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 07°07'I1' EAST AND A CHORD LENGTH OF 47.27 FEET) THENCE SOUTH 88'42'19' EAST 93,23 FEET TO A POINT ON THE AST RIGHT OF WAY LINE OF A PROPOSED ROAD THENCE ALONG SAID EAST RIGHT OF WAY THE F E ) E OLLOWING COURSESt NORTH 00'24'55' EAST 26.39 FEET) THENCE NORTHERLY ALONG SAID RIGHT OF WAY 243.74 FEET ALONG A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 830.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 07'59'52' WEST AND A CHORD LENGTH OF 242.87 FEET) THENCE NORTH 16'24'38' WEST 46,02 FEET) THENCE NORTHERLY ALONG SAID RIGHT OF AY 196.85 FEET ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 570.00 FEET SAID CURVE W HAVING A CHORD DIRECTION OF NORTH 06°31'01' WEST AND A CHORD LENGTH OF 195,87 FEET) THENCE NORTHERLY ALONG SAID RIGHT OF WAY 15.02 FEET ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 570.00 FEET $AID CURVE HAVING A CHORD DIRECTION OF NORTH 04.07'54' EAST AND A CHORD LENGTH OF 15.02 FEET TO THE POINT OF BEGINNING. CONTAINING 40.59 ACRES, MORE OR LESS, PART OF NE 1/4 SW 1/4 LOT 4 1171401 sq. fl; 26,89 Acres PART OF SE 1/4 SW 1/4 188426.397 v 19" 45' BLDG. LINE L0 C10 0L 45' BLDG. LINE Q z is Eswr. - N 88°4 7,, 15' ESMT- . S 38°42'19• t N 88°42'19" W 234,43' BASS PRO DRIVE 70, P/W 63.14' S 88°42'19' E N 88°45' ES 116�33' W 19 .2�' S 88°42'19" E 185,17' 88°42'19" 1 15' MT. '^ 11 15' ESMT. 15' ESMT. ✓ �F Ci3 45 BLDG LiN 1 45' BLDG. LINE 45' BLDG. LINE \ 1 M 1 iz LOT 1 'LiW ID a 1.07 Acres r - I IHp UJ In W A - y_ c `7 W = sq. r 3 to N 8°4279" W _ 39.51, 1.73Acres ~ Q T�ACT 1488i sq. Ft 0 z 11,34 Acres C IS' ESMT. 2� ELDG. LINE � E 15' EC�F3Z_„q'zl- N C3 0117968.136 Soa17' , , 6$E 19516 W 1188661.406 117945 66 ____----_------- 2012062719 Received: 9128/2012 3:25:48 Pf,t�' O -- - Recorded: DATE OF EXECUTION L.R. PL NING CONMISSION 09/281201203:33:21 PM Filed 8 Recorded in Official Records of Larry Crane PULASKI COUNTY CIRC ords O Larry CLERK Fees $15.00 r CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ------- FILED FOR RECORD 20___, IN PLAT BOOK -------- PAGE ____--_ SIGNED (� CLERK Q 1188804.442 117934.96_ / 1188872.698 OTTER CREEK ROAD 107463 sq. F t q 2.47 Acres 61 F 7 25' gL DG � P- NE o° N 5 ESM,, In1j7°5g'07" 117925.295 1188888.268 100 0 100 200 %Rmjmr�-�-�­9 = 100' ,117876.094 1189119.123 14 CURVE TABLE CHART NUMBER CHORD DIRECTION RA➢IUS ARC LENGTH CHORD LENGTH C1 N 13°06'15' E 57000 163,50 162:94 C2 N 33°33'35" E 770,00 328,95 326.45 C3_ S 82°32'55" W 505,00 334A4 32837 C4 IN 02°0S'06' W 448.00 97.44 _ 9725 C5 N 07°07'11" E 95500 47.23 47.27 C6 N 07°59'52' E 830.00 24374 242,87 C7 N 05°45'43- W 570,00 21188 _ 210.66 C8 N 04°07'54" E 570.00 1502 15,02 C9 N 06°31'01' W 570.00 196.85 19587 CIO N 44°08'42' W 30,00 46.6E F .10 Cll N 47-43'13" E 35,00 53:24 -4-8 25 C12 S 87°38'22' W 505.00 244.70 242.32 C13 S 70°30'29' E 420.00 _ 266,79 262.32 C14 S 00°51'S4" E 30,00 50,49 44.74 C15 S 83°35'49" W 30,00 44.41_ 40.47 CI6 N 69'47'43' W 480, 00 31684 - 3:1,12 - LINE TABLE CHART NUMBER L1 DIRECTIDN N 01°1T41" E DISTANCE 50D' I.2 L3 N 01 °17'4I" E 5.00' N 01°09'36" E _ 131.36' L4 N 45°47'54' E 124A4' ,,,118673.159 1189882.937 ate. NOTES: tit 1. BEARING DATUM BASED ON PAGIS GPS REFERENCE STATION 2. IRON PINS (#4 REBAR) SET AT ALL LOT CORNERS 3. LINEAR ERROR OF CLOSURE EXCEEDS 1/10000 UNADJUSTED 15 ��� 4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES 5. ALL DIMENSIONS ON CURVES ARE CHORD DISTANCES. F LA EA V � :! signed BY: GATE: FINAL PLAT PHASE I GATEWAY TOWN CENTER LITTLE ROCK, ARKANS .AS - � MCGET1 MC C Gr lT 3 C,lu.; F-:-N I1NNP-nR5 ®NERS ® SURVEYORS 11419 STAGECOACH ROAD, SUITE 2100 LITTLE ROCK, ARKANSAS 72210 PHONE 501-455-8899 SEPTEMBER, 2012