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Home My WebLink AboutS-1538-G Map 2CERTIFICATE OF ENGINEERING ACCURACY 1 PATRICK-M._MCGETRICK HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. SIGNED SS ATE pf A S 1 /31 /2014 RE a _ ------------------------ ------ DATE OF EXECUTION NAME, R GG F SSIONAL ENGINEE O ARKANSAS /Ok M. Mi=6F CERTIFICATE OF SURVEYING ACCURACY I, DAMES 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 �CS R�ORRECTLY SHOWN. 4' STATE OF d SIGNED ARxANW NO. 1 10 Vd 1 L3112014 -_---_ DATE OF EXECUTION NAME R ED URVEYOR No. 1506 f AL 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. -- - 1 /31 /2014 ----------------------- - - --------- -------- DATE OF EXECUTION NA TOWN CENTE LLC. 11419 STAGECOACH ROAD SUITE 2100 LITTLE ROCK, AR. 72210 SOURCE OF TITLE: D.R __ PAGE ------- INSTRUMENT No. 200409T9-33 CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGUI-ATIONS, 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. SIG D ----� ��-------------- --- - ----------------- DATE OF EXECUTION L.R. P NING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ------- FILED FOR RECORD -------- 20---, IN PLAT BOOK -------- PAGE -------- SIGNED - 119076.105 1188339.695 CLERK #4 REBAR SW CORNER NW 1/4 SW 1/4 SECTION 4 T-1-S, R-13-W _. S 89035'55' E 1044.07' NOTES: 1. BEARING DATUM BASED ON PAGIS GPS REFERENCE STATION 2. IRON PINS (#5 REBAR) SET AT ALL LOT CORNERS 3. LINEAR ERROR OF CLOSURE EXCEEDS 1/10000 UNADJUSTED 4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES 5. ALL DIMENSIONS ON CURVES ARE CHORD DISTANCES. r, %axJsmnsan 118895.595 1188358.646 ---L 119499.397 1188504.912 C-4 118630.559 1188324.822 N 08°17'53" 32.37' 118598.526 1188329.494 118377.068 1188333.f 96 - 93,23' N 88`42'19' W 119792.628 1188699.438 3 1 2e 3 0 �o �O rn /140, �� Q o e~ 1188395.588 118686.000 1188379.795 S 16°24'38' E 46.02' 118L41.854 �- 1188392.797 I� Ia 118401.347 1188426.588 �JW-L4.962 1188426.397 26.39' S 00°24'55' W 120141.855 1189058.533 h aK �S N O �3� / ~ 11976_6.65_2_ 44' I 1188758.787 S 45' 1'S4' W 119749.615 1188741.269 -10 119477.581 1188560.805 C-6 C-9 \\ S2 ps LOT 4 GATEWAY TOWN CENTER_ PHASE I CURVE TABLE CHART NUMBER CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH C1 S 5'45'42' E 570.00 211.88 210.66 C2 S 07.59'52' E 830.00 243.74 242.87 C3 N 00.57'28' W 955.00 221.99 221.49 C4 N 01'54'43' E 700,00 453.69 445.79 C5 N 33.33'35' E 830.00 354.58 351.89 C6 S 89'13'42" E 516.12 736.25 675.39 C7 IS 85'30'21' W 50.00 1 88,69 1 77.51 C8 IS 04'53'28' E 35.00 46.20 42.92 C9 S 89'14'19' E 456.12 646.32 593.59 6-0 S 33.33'35' W 770.00 328.95 326.45 Cll S 13'06'16' W 570.00 163.50 162.9 --------------- L❑T 5 29.75 Acres 1295851 sq, ft 120132.757 1189733.863 PROPERTY DESCRIPTION PART OF THE SOUTHEAST QUARTER, PART OF THE SOUTHWEST QUARTER, AND PART OF THE NORTHWEST 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 BASS PRO PARKWAY AND THE POINT OF BEGINNING/ THENCE ALONG SAID EAST RIGHT OF WAY THE FOLLOWING COURSES, THENCE SOUTHERLY ALONG SAID RIGHT OF WAY ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 570,00 FEET SAID CURVE HAVING A CHORD DIRECTION OF SOUTH 05'45'42' EAST AND A CHORD LENGTH OF 210.66 FEET/ THENCE SOUTH 16'24'38' EAST 46.02 FEETI THENCE SOUTHWESTERLY ALONG SAID RIGHT OF WAY 242.87 FEET ALONG A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 830.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF SOUTH 07.59'52' EASTI THENCE SOUTH 00024'55' WEST 26.39 FEETI THENCE NORTH 88042'19' WEST 93.23 FEET TO A POINT ON THE WEST RIGHT OF WAY OF BASS PRO PARKWAY THENCE NORTHWESTERLY ALONG A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 955.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 00'57'28' WEST 221.49 FEETI THENCE NORTH 08'17'53' WEST 32.37 FEETI THENCE NORTHEASTERLY ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 700.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 01.54'43' EAST 445.79 FEET) THENCE NORTH 21"19'17' EAST 454.39 FEETI THENCE NORTHEASTERLY ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 830.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 33.33'35' EAST 351.89 FEET) THENCE NORTH 45°47'54' EAST 500.91 FEET) THENCE NORTHEASTERLY ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 516,12 FEET SAID CURVE HAVING A CHORD DIRECTION OF NORTH 89°13'42' EAST 675.39 FEETI THENCE SOUTH 43°55'51' EAST 529.27 FEETI THENCE LEAVING SAID BASS PRO PARKWAY NORTH 46404'09' EAST 350.00 FEETI THENCE SOUTH 43'55'51' EAST 307.00 FEETI THENCE NORTH 46'04'09' EAST 62.11 FEET TO THE WEST RIGHT OF WAY OF INTERSTATE 30 THENCE ALONG THE FOLLOWING COURSES SOUTH 14°27'53' EAST 12551 FEETI THENCE SOUTH 15`43'41' WEST 215,16 FEETI THENCE SOUTH 35.03'37' WEST 378.92 FEETI THENCE SOUTH 48°38'05' WEST 165.56 FEETI THENCE SOUTH 45.21'01' WEST 257.08 FEET) THENCE SOUTH 42'45'18' WEST 276.56 FEETI THENCE LEAVING SAID RIGHT OF WAY THE FOLLOWING COURSE NORTH 45647'31' WEST 1552.05 FEET TO THE EAST RIGHT OF WAY OF BASS PRO PARKWAY THENCE SOUTH 45°47'54' WEST 24.44 FEET THENCE SOUTHWESTERLY ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 770.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF SOUTH 33°33'35' WEST 326.45 FEETI THENCE SOUTH 21019'17' WEST 454,39 FEETI THENCE SOUTHWESTERLY ALONG A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 570.00 FEET SAID CURVE HAVING A CHORD DIRECTION OF SOUTH 13'06'16' WEST 162.94 FEET TO THE POINT OF BEGINNING. CONTAINING 39.23 ACRES, MORE OR LESS ♦��#pNuq��4 S'�,o� 0 F q�jSO♦♦ ft'CJ McGetrick - ♦: & N McGetrick, Inc. > ys�v No. 2485 �0�� ♦♦♦��i��SAS ENO�N�p��. �0 119994.411 Ps 1190353.129 L ❑ T r-Qk �0 2.47 Acr 02\ 107450 sq rs V 5r 119751.584 1190101.066 'y Y 7 O S \ps�60 �O,oR sr �sS• ��dc, ,VIP pp. R M m ZO O a W �o mon N N i MO wM o tnO a ZZO < Y a m<W w0a 100 0 100 200 - -N Scale I' - 1CO' S ss, s% �s F 7 F N 46°04'09" E 62.11' s pp. 119816.407 Ft N 1190610.852 119773.316 1190566.122 N O �LTI 119694.876 1<ZD 1190642.202 R°0� �00 `' p °O N t60 ti / �L❑T 6 4 W 3 1.65 Acres X 71951 sq, ft v u1 119487.771 1190583,877 119177.608 1190366.211 5 119068.196 1 a'g1 1190241.956 h ry �P '• Q 5 Cj 2014006076 Received: 1/31/2014 2:32:08 PM 118887.528 'cif Recorded: 01/31/2014 02:38:27 PM Filed & 1190059.065 Recorded in Official Records of Larry Crane, Q; PULASKI COUNTY CIRCUIT/COUNTY CLERK ^ro' O P Fees $15.00 .� GAS Zo1y Oct a75 5 �Q 118684.461 = - �- - 1189871.319 - FINAL PLAT PHASE II McG�TTZICK♦ �1cGT' IC I 11419 STAGECOACH ROAD, SUITE 2100 LITTLE ROCK, ARKANSAS 72210 PHONE 501-455-8899 ;7#4X PtAT igned Y,.- ATE: