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Home My WebLink AboutS-1538-A Map 1VICINITY MAP CN❑T TO SCALE) #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._MCGETRICKHEREBY 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;�A/�0 PLIED WITH. SIGNED AREA 9/28/2012 DATE OF EXECUTION NAM ��1S��h30FfxlONAL ENGINE0. ANSAS _u 1o. 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 r GR�ORRECTLY SHOWN. SIGNED qryg. 15M O 9/28/2012 DATE OF EXECUTION NAME R ED URVEYOR No.1506 s/ s L LP 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 1 U ------------------------ --- -- -- DATE OF EXECUTION NAME N CENTER, LLA. 11419 STAGECOAOU ROAD SUITE 2100 LITTLE ROCK, AR. 72210 SOURCE OF TITLE: D.R. ____- PAGE -_ 2no4--0(9 9 0 INSTRUMENT No._---___ 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. SIGN 9/28/2012 118377.068 15, E MT 11883331 .96 € 118330.00 C5 1188327.313 N 88642'19" W 2 118329.547,i / 1188354.516 = 0 M w a v' 0 z 118022.738 1188332.276 C4 117925_552 1188335.814 C1 119766.652 1188758.78� 11974 -644_ 1188741.269 4-l-9477-581 1188560.805 a / a ti yF � Z = v PART OF NW I/4 SW 1/4 1188395.588 SW CORNER NE 1/4 SW 1/4 SECTION 4 T-1-S, R-13-W I 25' BLDG. LINE Ir 9°35'S5"E 287.99' SS 88°54'02' W 342,15' 25' BLDG, LINE C9 118686.0 1188379. 5 W v ll$541.8 4 LAKE P�1188392. 97 TRACT B a 251,342.72 sq Ft, 5.77 Ac -es 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 FOLLOWS, 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 33'33'35' 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 z 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 0 o z 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 80'17'26' WEST 145.12 FEETI THENCE w o WESTERLY ALONG SAID RIGHT OF WAY 334.44 FEET ALONG A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 505.00 FEET SAI➢ CURVE HAVING A CHORD a z m o DIRECTION OF SOUTH 82632'55' WEST AND A CHORD LENGTH OF 328.37 FEETI THENCE NORTHERLY 97.44 FEET ALONG A CURVE CONCAVE EASTERLY HAVING 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 FEETI THENCE NORTH 04.08'46' EAST 307.61 �.. 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 y CURVE HAVING A CHORD DIRECTION OF NORTH 07'07'11' EAST AND A CHORD LENGTH OF 47,27 FEET) THENCE SOUTH 88'42'19' EAST 93,23 FEET TO A POINT ON THE 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 a z o DIRECTION OF NORTH 07959'52' WEST AND A CHORD LENGTH OF 242,87 FEETI THENCE NORTH 16'24'38' WEST 46.02 FEETI TPENCE NORTHERLY ALONG SAID RIGHT OF z z a WAY 196.85 FEET ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 570.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 06031'01' WEST AND A 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 N MORE OR LESS, � 0 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 PART OF SW 1/4 S1/4 118401.347 1188426.588 w $3Z4.962 �188426.397 �o - In � 45' BLDG. LINE Lo _ 07 CIO - 0 45' BLDG. LINE 15' ESMT, -- _ N 88°4 .y 15' ESMT C i6 s sa°42'19° N 88°42'19" W 234.43' -- BASS PRO DRIVE 70' R/W 63,14' �N 88042'19" W 19 25' S 88°42'19° E 88°42'19" E 195.17' 88°42'19" s' ESMT. 112.40' 11 ----� 15' ESMT. 15' ESMT. C 13 - -- 45' BLDG. LINE 45' BLDG. LINE 45' 45' BLDG. LINE \ 0 LOT 1 Z Q a o 46672 sq, ft w z J w w < a 1.07 Acres 2 n pw W LOT 2 75717 sqft 3 Ld N 8°42'19" W 239.51' ° 1,74 Acres ~ Q v � 7RRACT A z 149 1 sq ft 0.34 Acres �5 B! C IS' ESMT DG LINE ESMT, i'4-q- N C 3 80 °17'6" �` 117968.136 1188661.406 W 145,1 ' 11794 .66 2011062719 Received: 9/28/2012 3:25:48 PM: /� O ---- ---------------- ------------------------ Recorded: 09J28J2012 03:33:21 P DATE OF EXECUTION L.R. PL NING COMMISSION M Filed 8 Recorded in Official Records of Lam Crane, PULASKI COUNTY CIRCUIT/COUNTY CLERK Fees $15.00 CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ------- FILED FOR RECORD 20---, IN PLAT BOOK -------- PAGE -_----_ SIGNED ------------------------ J� CLERK � S 1188804.442 / 117934.96�0%/ 1188872.698 OTTER CREEK ROAD 1V 7 7 Io. Sg'0 117925.295 1188888.268 100 0 00 200 Scale 1" = 100' LOT 3 107463 sq. ft 2 47 Acres bh SR E P� LINE L, / _J W 236.04' PIP IV 7876.094 1189119.123 14 CURVE TABLE CHART NUMBER CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH Cl N 13°06'15" E 570,00 1163.50 162,94 C2 N 33°3335" E 770.00 328.95 32645 C3 S 82°32'55" W 505.00 334.44 328.37 C4 N 02°05'06° W 448.00 97.44 97.25 _ CS N 07°07'11" E 955.00 47,28 27 C6 N 07°5952" E 83000 243.74 _47, 242,67 C7 N 05°45'43" W 570.00 211.88 210.66 C8. N 04°07°54' E 570.00 1502 1502 C9 N 06°31'01' W 570.00 196.85 195,87 CIO N 44°08'42" W 30.00 4666 42.10 C11 N 47°43'13" E 35.00 53,24 48.25 S 87"38'22" W 50, 500 244.70 2C12 4232 70°30"29E 26 C9000C13 26832 S OO°5154" E 3000 '049 4C4 4.74 C15 S 63°35'49" W 30.00 44.41 40.47 C16 N 69°47'43" 316.84 311.12 LINE TABLE CHART NUMBER ➢IRECTIUN DISTANCE L1 N 01'17'41" E 5.00' L2 N 01°17'41" E 5,00, L3 N O1°09'36" E 31,36' L4 N 45°47'54" E 24,44' ,l 1 673.159 1189882.937 S o�. NOTES: V 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 QP�� P� 4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES of �0 5. ALL DIMENSIONS ON CURVES ARE CHORD DISTANCES. 51c. FINAL PLAT BY: DATE: PHASE I GATEWAY TOWN CENTER LITTLE ROCK, ARKANSAS ACGETM CC ft-NIG MERS e PLA Nr-R5 - SURVEY<ONK, 11419 STAGECOACH ROAD, SUITE 2100 LITTLE ROCK, ARKANSAS 72210 PHONE 501-455-8899 SEPTEMBER, 2012 L