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Home My WebLink AboutS-1538-A Map 2VICINITY MAC' (NUT T❑ `FCAL I) #4 REBAR SW CORNER NW 1/4 SW 1/4 SECTION 4 T-1-S, R-13-W - S 89°35'55" E 1044,07' CERTIFICATE OF ENGINEERING ACCURACY PATRICK M._MCGETRICK HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEER NG REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS H i�V /� M14 WPLIED WITH. r': S I G N E DAR � a, "7 A 9/28/2012 DATE OF EXECUTION ENGINEEILZ$�qo.� ��(iKANSAS = p No° l -�ck C. CERTIFICATE OF SURVEYING ACCURACY JAMES A._RASBURRYHEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE BY ME AND BOUNDARY MARKERS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, TYPE AND MATE �G RFORRECTLY SHOWN. SIGNED STATE OF ARKANSAS NO. 15 p 9/28/2012 DATE OF EXECUTION NAME R ED URVEYOR No.1506 si s LN 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. SIGN 9/28/2012 --- DATE OF EXECUTION NAME .N CENTER, L 11419 STAISECOACU ROAD SUITE 2100 LITTLE ROCK, AR. 72210 SOURCE OF TITLE: D.R.-____-- PAGE INSTRUMENT No. 2=pD4 -0C9 9 9z CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITLE 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. 118895_595 1188358.646 118377.068 15' E MT 1188333.196 CS S € 118330.00� 1188327.313 N 88°4z'19° W Z71/C 118329.547% -� 1188354.516 0 W cc 0 IT 0 z 118022.738 1188332.276 C4 117925_552 1188335.814 C1 119766.652 1188759. 87 119749 6] aj- 1188741.269 1 ti ti � a � q b PART OF NW 1/4 SW 1/4 1188395.588 SW CORNER NE 1/4 SW 114 SECTION 4 T-1-S, R-13-W 25' BI-.DG. LINE �89°3S'j 2287 99' S 88°54'O2" W 342.15' 25' BLDG. LINE C9 118686.0 1188379r2� LAKE TRACT B 251,342.72 sq, Ft 5,77 Ac es PART OF SW 1/4 18401.3147 18 426.588 J 8Z74.962 188426.397 45' BLDG. LINE Cl BASS PRO DRIVE 7W R/W N 88°42'1 W 19 .25', , 1 3"' 11 PROPERTY DESCRIPTION PART OF THE SOUTHWEST QUARTER, AND PART OF THE SOUTHEAST QUARTER, ALL IN SECTION 4, TOWNSHIP 1 SOUTH, RANGE 13 WEST, PULASKI COUNTY, ARKANSAS DESCRIBED AS FOLLOWSt COMMENCING AT A #4 REBAR MARKING THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 1 SOUTH, RANGE 13 WESTI THENCE SOUTH 89'35'55' EAST ALONG THE SOUTH LINE OF SAID NW 1/4 SW 1/4 FOR 1044.07 FEET TO A POINT ON A EAST RIGHT OF WAY LINE OF A ROAD AND THE POINT OF BEGINNINGI THENCE ALONG SAID EAST RIGHT OF WAY THE FOLLOWING COURSES, 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 CHORD DIRECTION OF NORTH 13.06'15' EAST AND A CHORD LENGTH OF 162,94 FEETI THENCE NORTH 21"19'17' EAST 454.39 FEETI 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 FEETI THENCE NORTH 45.47'54' EAST 24.44 FEETI 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-301 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 zo a AND THE NORTH RIGHT OF WAY OF OTTER CREEK ROADI THENCE ALONG THE NORTH RIGHT OF WAY OF OTTER CREEK ROAD THE FOLLOWING COURSES, NORTH 77'58'08' o WEST 236.04 FEETI THENCE NORTH 58'10'17' WEST 18.32 FEETI THENCE NORTH 82'44'03' WEST 68,81 FEETI THENCE NORTH 60.17'26' WEST 145.12 FEETI THENCE 0 o 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 w Q z DIRECTION OF SOUTH 82'32'55' WEST AND A CHORD LENGTH OF 328.37 FEETI THENCE NORTHERLY 97.44 FEET ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS ° o OF 448.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 02005'06' WEST AND A CHORD LENGTH OF 97.25 FEETI THENCE NORTH 04'08'46' EAST 307,61 - F FEETI THENCE NORTH 88'42'19' WEST 27,19 FEETI THENCE NORTHERLY 47.28 FEET ALONG A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 955.00 FEET SAID uj CURVE HAVING A CHORD DIRECTION OF NORTH 07'07'11' EAST AND A CHORD LENGTH OF 47.27 FEETI THENCE SOUTH 88'42'19' EAST 93,23 FEET TO A POINT ON THE cn z EAST RIGHT OF WAY LINE OF A PROPOSED ROADI THENCE ALONG SAID EAST RIGHT OF WAY THE FOLLOWING COURSES, NORTH 00'24'55' EAST 26,39 FEETI THENCE o 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 < z DIRECTION OF NORTH 07'59'52' WEST AND A CHORD LENGTH OF 242.87 FEETI THENCE NORTH 16'24'38' WEST 46.02 FEETI THENCE NORTHERLY ALONG SAID RIGHT OF z z o WAY 196.85 FEET ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 570,00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 06'31'01' WEST AND A a Y a CHORD LENGTH OF 195.87 FEETI THENCE NORTHERLY ALONG SAID RIGHT OF WAY 15,02 FEET ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 570.00 FEET m a SAID 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, w MORE OR LESS. a: L o PART OF NE 1/4 SW 1/4 LOT 4 1171401 sq. ft 26 89 Acres PART OF SE 1/4 SW 1/4 w �. 442'19' 45' BLDG. LINEIC' ESMTN 88°42'19" W 234.42' 6314' E S 88°4219" E 185.17' 88°4P'19" A- 112.40 15' ESMT. 15' ESMT. 45' BLDG. LINE 45' BLDG, LINE 45' BLDG. LINE-� N I a LOT 1 Q 46672 sq. Ft '� z Li° w q 1,07 Acres -c7 gS F lfi: Q I c W 75J17 sq. F t Ed N 8'42'19" W 239.51' 1,i4 Acres W I- RR 148f31AC q. Aft z 1.34 25 DL C 15' ESMT. D�. LINE 15 ESMT � N C3 80°l7 �8 117968.136 1451 W 1188661.406 117945.66 1188804.442 / i SIGN 117934.960 / 9/28/2012 O - - 1188872.698 2012062d: Received: 9/28/2012 3:25:48 PP,1;' / OTTER ------------------------ Recorded: 09/2812012 03:33:21 PM Filed 8 DATE OF EXECUTION L.R. PL NING COMMISSION Recorded in officialRecord CREEK ROAD PU LgSKI COUNTY CIRCUITl5 Of O Larry NTY CLERK CERTIFICATE OF RECORDING Fees $15,00 a G THIS DOCUMENT, NUMBER ___---- FILED FOR RECORD ___.____, 20___, IN PLAT BOOK -------, PAGE ------- SIGNED (� cJ ------------------------ CLERK F� LOT 3 107463 sq, Ft m 0 247 Acres / h� -- S `b4 Z5. BLDG LINE 13' F3M 470 77°5807T _- J� I✓ e 117925.295 1188888.268 117876.094 1189119.123 100 0 100 200 Scale: 1" = 100' 14 CURVE TABLE CHART NUMBER CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH C1 N 13°06'15" E 570.00 16350 162,94 C2 N 33°33'35' E 770.00 328.95 326A5 C3 S_82°32'S5" W 505.00 334.44 32837 C4 N 02"05'06" W 448.00 9744 97.25 C5 N 07`07'11" E 955,00 4728 47.27 C6 N_07`59'52" E 83000 243,74 242.87 C7 N 05°45'43° W 570.00 _ 211.88 210.66 Ca N 04°07'54' E 570.00 I5.02 15.02 C9 N 06°31'01' W 570.00 196.85 195.87 CIO N 44°08'42' W 30,00 46.66 42,10 C11 N 47"43'13" E 3500 53,24 48.25 C12 S 87°3B'22' W 505.00 244,70 242.32 C13 S 70`30'29" E 420,00 26679 262.32 C14 S 00°51'S4" E 30.00 50.49 44.74 C15 IS 83°35'49" W 30.00 44,41 40.47 C16 IN 69"47'43" W 480,00 316.84 311J2 1�18673.159 1189882.937 o� NOTES: 1~ LINE TABLE CHART NUMBER DIRECTION DISTANCE LT N Ol'17'41" E 5.00' LP N 0P!P41" E 5.00' _ E3- N Ol'09'36" E _ 31.36 L4 IN 45°47'54' E 24,44 1. BEARING DATUM BASED ON PAGIS GPS REFERENCE STATION �P 2. IRON PINS (#4 REBAR) SET AT ALL LOT CORNERS 3 LINEAR ERROR OF CLOSURE EXCEEDS 1/10000 UNADJUSTED 15 o QP OQ� 4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES 5. ALL DIMENSIONS ON CURVES ARE CHORD DISTANCES. FIN IL ' li4 1 Signed FINAL PLAIT' DATE: PHASE I GATEWAY TOWN CENTER LITTLE ROCK, ARKANSAS �C� ENIGNMEMR5 e '� �� ® SURVEY(Op's 11419 STAGECOACH ROAD, SUITE 2100 LITTLE ROCK, ARKANSAS 72210 PHONE 501-455-8899 SEPTEMBER, 2012