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Home My WebLink AboutS-1538-E Map 1VICINITY MAP (NET 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' M CERTIFICATE OF ENGINEERING ACCURACY _-PATRICK_M._MCGETRICK HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEEQUIREMENTS OF THE C7 LITTLE ROCK SUBDIVISION RULES AND REGULATIONS H a, I I __ LIED WITH. t4 ii�' �� SIGNED e AR�SA� 1 /23/2013 DATE OF EXECUTION NAME, 4 T is _ �iNAL ENGINEEF�'.0 ._tea_ WANSAS 118895_595 1188358.646 CERTIFICATE OF SURVEYING ACCURACY 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 �G R�ORRECTLY SHOWN. SIGNED ARKASTATENSAS OF Q NO ISM -10 1/23/2013 -------------------------------�- DATE OF EXECUTION NAME R ED URVEYOR _ si S " No. 1_ 06 0 118377.068 1_5M' E r LA 1188333.18 CERTIFICATE OF OWNER 118330.00 CJ 1188327.313 WE, THE UNDERSIGNED OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, N 88042'19° W 27 K9 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 118329.547/f THIS PLAT. 1188354.516 - - 1 /23/2013 1- DATE OF EXECUTION N TOWN CENTR, LC. a; 11419 STAG=CO H ROAD SUITE 2100 LITTLE ROCK, AR. 72210 SOURCE OF TITLE QQ�g3r PAGE _ UU 44 <- INSTRUMENT No._ _ 118022.738 CERTIFICATE OF FINAL APPROVAL 1188332.276 PURSUANT TO THE LITLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF c4 THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID 117925_552 RULES AND REGULATIONS. 1188335.814 119766.652 1188759.E 119 749-61 4w- 1188741.269 1 7AP T OF W I'4 SW 114 1188395.588 SW CORNER VE 114 SW 1/4 SECTION 4 r-1-S, R-13-W 5' BLDin 1 fNE 8935155 E 289' BLI,1, I INE - 118686.0 1188379. 5 MOWN 1 LAYL 7 TRACT B 251,342 72 sq. Ft 5.77 Ac es i/ \I i PART IF SW lr 4 Sw L/4 118401.347 11884--16.588 83Z4.962 1188426.397 .2 p'j�„I fl 4' BLDG. LINE I = CIO T SIG D DATE OF EXECUTION L.R. L NNING COMMISSION 2013013220 Received: 2119/2013 1:43:45 PM Recorded:02119/2013 01:58' lcial Records of Larry Crane, PULASKI COUNTY CIRCUITICOUNTY CLERK CERTIFICATE OF RECORDING Fees$15.00 C--1 THIS DOCUMENT, NUMBER ------- FILED FOR RECORD 20__-, IN PLAT --\ BOOK -------- PAGE -_-----. wr \ SIGNED b CLE K �SQ> BAfiS PRI hR1VE 70' R/W ��N 88�12'19" W 19 S 88°42'19" E .25' - _15' ESMT ill L - 45' BLDG, LINE W LOT 1 z u- 14h .7q, fii z I'= I H-res j-� 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 WEST) 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 COURSESi 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 13906'15' EAST AND A CHORD LENGTH OF 162,94 FEETI THENCE NORTH 21.19'17' 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 33633'35' EAST AND A CHORD LENGTH OF 326.45 FEET; THENCE NORTH 45647'54' 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-30) THENCE SOUTH 43046'47' 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 COURSES[ 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 80°17'26' WEST 145,12 FEETI 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 DIRECTION OF SOUTH 82'32'55' WEST AND A CHORD LENGTH OF 328.37 FEET) 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 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 07007'11' EAST AND A CHORD LENGTH OF 47.27 FEET} THENCE SOUTH 88'42'19' EAST 93.23 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF A PROPOSED ROAD) THENCE ALONG SAID EAST RIGHT OF WAY THE FOLLOWING COURSESi 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 07459'52' WEST AND A CHORD LENGTH OF 242.87 FEET) THENCE NORTH 16°24'38' WEST 46.02 FEET) THENCE NORTHERLY ALONG SAID RIGHT OF 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 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 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, MORE OR LESS, s �r6> PART OF NG 1/4 SW 1/4 LOT 4 1171401 sq. f t 26.89 Acre, PART OF SE '1/4 SW 1/4 - o '-' L 45' BLDG. LINE Q z 15' ESMT. C 16 31 N 88'42'19" W 234.43' 63.14' 3.14'19° - T� SS - S 99'42'19' E 185,17' 88°42'19° 60 A 110.4D'15' DRI 15' ESMT. /� ESMT. I'✓ �e 45' BLDG. LINE l 45' BLDG. I INf 13 D W LOT r 75717 sq, Ft �n 1,74 Acres d 3i8°42']9 41 39�51' T( AI T . Its I Bq O 3 t Acres �5, ➢LDG LINE is, ESMT 117968.136 814/ 26° W h 1188661.406 117943.66 1188804.442 / 117934.960 %� 1188872.698 OTTER cRCCK ROAD zLj LOT 3 ' W� 107463 sq. ft 2,47 Acres Po l „ ES BLDG LI b N1 5 s - to //°58 0� T' -� W 6.0 � c'3 4'Pzpi 117925.295 1188888.268 100 0 100 200 Scole1" = 100' ,117876.094 1189119.123 1 P R of �- �,�� ASS 3� CURVE TABLE CHART NUMBER CHORD DIRECTION RADIUS 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 326A5 C3 S 82-3255" W 50500 334.44 32&37 C4 N 02'05'06" W 448.00 97,44 97,25 C5 N 07'07'11" E 95500 47.28 4727 C6 N 07'5952" E 630.00 243.74 24267 C7 N 05'45'43" W 570.00 21188 21066 - C8 N 04'07'S4" E 1570,00 I5.02_ 15502 C9 �5 N 06°3101" W 7400 19685 195.87 C10 N 44'OS'42" W 30, 00 46.66 42.10 Cll N 47'43'13' E 35.00 53,24 4P,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'Sl'54" E 30.00 50.49 44.74 C15 S 83'35'49' W 30.00 44, 41 40,47 C16 N 69'47'43" W 480.00 316,84 31112 \118673.159 1189882.937 NOTES: LINE TABLE CHART NUMBER DIRECTION DISTANCE_ L1 N 0:'17'41" E 5.00' 'L2 N 01"17'41" E 00' L3 N 01'09'36" E 31,36' L4 N 45'47'54" E P4,44' 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 4. ALL EASEMENTS MAY BE USED FOR DRAINAGE AND/OR UTILITIES 5. ALL DIMENSIONS ON CURVES ARE CHORD DISTANCES. 2013014206 Received: 2122=13 11:58:24 AM Recorded: 0212212013 12:06:48 PM Filed & Recorded in Official Records of Larry Crane. - PULASKI COUNTY CIRCUITICOUNTY CLERK Fees $15.00 Gfi�"r� ° ��al AMENDED FINAL PLAT PHASE 1 GATEWAY TOWN CENTER ATLITTLE ROCK, ARKANSAS ItNUNMITAS e PLA BIERS e SURVEYORS ( 11419 STAGECOACH ROAD, SUITE 2100 c LITTLE ROCK, ARKANSAS 72210 PHONE 501-455-8899 JANUARY, 2013