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HomeMy WebLinkAboutS-1727-A Map100 0 Scale 1" i i`'v^� 1 i 4 S E 1 4 -M1 Sr u � I fOi\I Q I , R645.00' CDN2725'36'E LC541.37' I O 3 SvJ i j' a Sr- /4 SECTION 9 C� T-1 -S, R-13-W I � w 00 PROPERTY C F `o / (V � R & D NC' DING, L Po / z 100 100 ft R645.00' CDN65.52'23" E LC572.03' 300 - JR 13 R555.00' CDN45'53'43"E LC 122.68' zzzx// R645.00' �CDS45'53'43'W LC 142.57' 2h R555.00' CDS47.52' 17" W LC84.56' R25.00' CDS04 28'32" E LC37.14' / 1 Nk,20 S5Z"2/14 L 11.97' N89'26'127W 49.87' S02'36'467 W 37.59' r3LR25.00' CDS7Z 13'34'W C32.56' R555.00' CDS17'06'04"W LC277 70' R25.00' CDN47'31'13" E LC35.15Nn R25.00' CDN42'33'55" W LC35.61' R555.00' CDS65'47' 15" W I-C490.72' / \oC �1/4 Si - / S,CTIo^,i 9 PNr_'1LR.1, 1011F �I I B F 1D". J- (0-00 M 00 it 0) (V 61 CD 1 v 45.0' I ; 1 ' �¢r A 45.0' Vcj 0 pc S87.50'30" E t Ot%4.66' / sue. I O w I / i I w CD - rnI d: // / coo N O N N N / R25.00' / I CDN46.42'56E 2a LC34.80'Q 14'3 ALEXANDER ROAD (50' RIW) PUBLIC ROAD SE CORNER SW1/4 SE1/4 SECTION 9 N89 10'54"W 140.07' RIGHT-OF-WAY DEDICATION- INDUSTRIAL PARKWAY I PART OF THE SE1/4 OF SECTION 9, T-1-S, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SW1/4 SE1/4, SAID SECTION 9; THENCE N89.14'37"W ALONG THE SOUTH LINE OF SAID SW1/4 SE1/4, 878.40 FT.; THENCE NOZ09'30"E, 284.40 FT.; THENCE S87'50'30"E, 1064.66 FT. TO THE POINT OF BEGINNING; THENCE N0736'46"E, 755.87 FT.; THENCE NORTHERLY ALONG THE ARC OF A 645.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N2725'36"E, 541.37 FT.; THENCE N5714'25"E, 200.90 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 555.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N45.53'437E, 122.68 FT.; THENCE N3T33'00"E, 200.90 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 645.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N65'52'237E, 572.03 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 25,00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N47*31'13"E, 35.15 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SOUTH LOOP ROAD; THENCE SOZ50'40"W ALONG SAID WEST RIGHT-OF-WAY LINE, 140.01 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N4Z33'55"W, 35.61 FT.; THENCE WESTERLY ALONG THE ARC OF A 555.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S65'47'15'W, 490.72 FT.; THENCE S39"33'00"W, 200.90 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 645.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S45-53'43"W, 142.57 FT.; THENCE S5Z14'25"W, 200.90 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 555.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S4752'17"W, 84.56 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF SO4.28'32"E, 37.14 FT.; THENCE S5Z27'147E, 11.97 FT. TO A POINT ON THE SOUTH LINE OF THE NE1/4 SE1/4, SAID SECTION 9; THENCE: N8926'12"W ALONG SAID SOUTH LINE, 49.87 FT.; THENCE S02'36'46"W, 37.59 FT.; THENCE WESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S7Z13'34"W, 32.56 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 555.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S17.06'04"W, 277.70 FT.; THENCE R25.00' S02'36'46"W, 958.08 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. CDS43'17'04"E RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S43.17'04"E, 35.90 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF ALEXANDER ROAD, LC35.90' BEING 25.00 FT. FROM THE CENTERLINE THEREOF; THENCE N89'10'54"W ALONG SAID NORTH RIGHT-OF-WAY LINE, 140.07 FT.; THENCE NORTHEASTERLY ALONG THE - ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE -- OF N46'42'56'E, 34.80 FT.; THENCE NOZ364CE, 206.60 FT, TO THE POINT - OF BEGINNING, CONTAINING 237,125 SQ. FT. OR 5.4436 ACRES MORE OR LESS. o- `r o O O 0 I I I I ! ............ { GIS.1-' " •. �' ,.•' Si'A' i R iSi' •''., •••: / � p•• �.K ANSAS °: 1' 1zs1 �i Q 11 SIGNATUMr a ? iPsV( . GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 3. ERROR OF CLOSURE: EXCEEDS 1:20,000 CERTIFICATE OF RECORDING ARKANSAS STATE PLANE COORDINATES (NORTH ZONE) N 112228.78 E 1191037.85 N 112240.38 E 1190159.52 N 112524.58 E 1190170.24 N 112484.49 E 1191234.14 N 113239.57 E 1191268.60 N 113720.10 E 1191517.96 1 N 113843.11 E 1191676.79 1 N_ 113928.49 E 1191764.88 1 N 114083.40 E 1191892.80 I N 114317.22 E 1192414.85 I N 114340.96 E 1192440.78_ )-N_ 114201.12 E 1192433,83 N 114227.35 E 1192409.75 N 114026.09 E 1191962,19 N 113871.18 E 1191834.27 _ N 113771.96 E 1191731.90 I N 113648.94 E 1191573.07 N 113592.22 E 1191516.36 N 113555,19 E 1191513.26 N_ 113547.89 E 1191522.75 N 113548.38 E 1191472.89 N_ 113510.83 E 1191471.17 N 113500.89 E 1191440.17 N 113235.47 E 1191358.50 N 112278,38 E 1.191314.83 N 112252.25 E 1191339.45 N 112254.25 E 1191199,39__ N 112278.11 E 1191224.72 ARI.'1,4�S;k,;d REGISTERED I ]PRAEESSIVNAL 1 ENGINEER t Q No.5033 j/�i' F Opp/s/ 2014068779 Received: 11/20/2014 11:37:11 AV, Recorded: 111201201411:46:39 AM Filed & Recorded in Official Records of Larry Crane, PULASKI COUNTY CIRCUIT/COUNTY CLERK Fees $15,00 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. ' DATIEW EXECUTION R& D HOLDING, LLLP P.O. BOX 642 Mobelvole, AR 72103 INSTRUMENT NO 1999-078389 CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 1 5 �> " DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF ITTLE ROCK SUBDIVISION RULES AND R UI INS HAVE BEEF COMPLIED WITH. cl+JI DATE OF EXECUTION TIMOTHY E. CATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE 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. ( �L. A DATE OF EXECUTION LITTLE � K PLANNING COMMIS ON PLAT OF INDUSTRIAL RIGHT-OF-WAY DEDICATION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS AS SHOWN ON FIRM PANEL # 050181 0094 F, DATED OCT. 19, 2001. THIS PROPERTY LIES IN ZONE X, AN AREA TO BE OUTSIDE THE 500 YR. FLOODPLAIN. PART OF THE SE1/4 OF SECTION 9, T-1 -S, R-13-W, PULASKI COUNTY, ARKANSAS NOVEMBER, 2014 © VV tlul[ ![ lGDA !L l6INV' 11mo iL/[eL /l IG.Yy m V c. a CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 FINAL PLAT A n_ed l BY: , r DATE: Job # 14-555P m