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HomeMy WebLinkAboutS-0285-PPP Map 4R984.93' CDS 1908' 17" W LC31.37' I' I 1 ' i ll q� M W MIN i �a I I �( Q a I �l1 ' I R924.93' I 45'02" E LC 138. —}� LC 138.70' II� 20.0• l . ® I°.°. I �I I I TIFICATE OF 5URVEYINCz_ACCURACY 1, 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. DATE OF EXECUTION PAUL M. WHITE 60 0 60 180 REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS Scale 1" = 60 ft R40.00' CDN3Z10'19"W LC52.90' R507.46' 3 CON64'22'04" W fv LC162.30' Dedf-co - THIS b p�?oq / R447 46, / L,OT ® ' CDS63'23'36"E Fes' i F ,LC128.35' 7HF RANCH � `,,r/ ; -a. ...\� Bock G, Page 571 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 THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS RTIFICATE OF OWN WE, THE UNDERSIGNED, OWNERS OF THE RE-_ ESTATE, SHOWN AND DESCRIBED HEREIN, DC HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREB` LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION BY FCC TRACT D PARTN= SHIP 900 S. SHACKLEFORC SUITE 300 LITTLE ROCK, AR 72: ' INSTRUMENT NO. 89 62166 TIFICATE OF FINAL APPROVA 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. DATE OF EXECUTION LITTLE ROCK PLANNNG COMMISSION yy \ R40.00' j o0 \CDN5942'21"E \ ! yo' \ rLC60.06' I 1 CERTIFICATE OF RECORDING R447.4 \\ \ \\ CDS54.13'31"E THIS DOCUMENT, NUMBER C269.10' \ RECORD 20 i � N a rn \ o GENERAL NOTES: LOT \ \ 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS, ' 84,509 $o. FT. \ \ \ UNLESS NOTED OTHERWISE. ��� / y6� R746.20' 2. ALL EASEMENTS SHOWN =--- ARE TO BE USED �g a1 CDS42'19'21"E\ FOR DRAINAGE AND/OR UTILITIES. \6SLC142.01' \� 3 ROUNDEDLOTS WITH CORNERS MEASURED TOA POINT OF INTERSECTION \ \ OF LOT LINES AND NOT POINTS ON A \ \ CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. S79 06 23"E �� �° %�\ 5. ERROR OF CLOSURE: EXCEEDS 1: 50,000 296.08, NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD �, \ AA BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD �0) 7. \INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. LOT 6 65,349 SQ. FT. 0°9 ooO ° j \ \ \ Z, \ N87*42'24"W o z � R984.93' a ? I I 258.86' \ \ \ CD558 369.14 \ Z M I LOT 5 43,004 S0. FT. &V \ LOT 3 ° 2N M 67,143 SO. FT. 7r�6!Tp2TAr ?T $d `\C ` 0h7 / No, , J 97'08.,w 9, LEGAL DESCRIPTION ts• W 3174• so, N ^,f , fs 9 N79 31.3 " +2t. r6• � �°�n'/y 6oN\'Z os.' ti LOTS 2-7, TRACT D A I ° a.EB 1Y 6a 0 PART OF THE E1/2 OF SECTION 14, LYING NORTH OF ARKANSAS STATE k 193-92' HIGHWAY 10, T-2—N, R-14—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: N6� BEGINNING AT THE NORTHWEST CORNER OF TRACT D-1, THE RANCH, AN r\rTT g3s4p•• ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON �R 17I 8 9'p8' W THE EAST RIGHT—OF—WAY LINE OF CHENONCEAU BLVD.; THENCE NORTHERLY v�47EgJ �iJ�' ALONG SAID EAST RIGHT—OF—WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: (1) N0227'01"E, 239.48 FT.; (2) NORTHERLY ALONG THE ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND , DISTANCE OF N06'45'02"E, 138.70 FT.; (3) N11'03'02"E, 315.56 0 FT. AND (4) NORTHEASTERLY ALONG THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N59'42'21"E, 60.06 FT. TO A POINT ON THE SOUTHERLY RIGHT—OF—WAY LINE OF RANCH DRIVE; THENCE SOUTHEASTERLY ALONG SAID SOUTHERLY RIGHT—OF—WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: (1) SOUTHEASTERLY ALONG THE ARC OF A 447.46 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S54'13'31"E, 269.10 FT.; (2) S36'48'07"E, 89.46 FT.; (3) SOUTHEASTERLY ALONG THE ARC OF A 746.20 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S42'19'21"E, 142.01 FT.; (4) S47*44'13"E, 207.19 FT.; (5) SOUTHEASTERLY ALONG THE ARC OF A 984.93 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S58'32'46"E, 369.14 FT. AND (6) SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S21'50'11"E, 36.87 FT. TO A POINT ON THE WEST RIGHT—OF—WAY LINE OF RANCH BLVD.; THENCE SOUTHERLY ALONG SAID WEST RIGHT—OF—WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: (1) SOUTHWESTERLY ALONG THE ARC OF A 427.46 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S29.09'16"W, 51.89 FT.; (2) S32'38'03"W, 124.59 FT. (3) SOUTHWESTERLY ALONG THE ARC OF A 1482.39 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S2639'39"W, 307.56 FT.; (4) S20'45'29"W, 175.23 FT. AND (5) SOUTHWESTERLY ALONG THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S36'06'39"W, 22.18 FT. TO A POINT ON THE NORTH RIGHT—OF—WAY LINE OF ARKANSAS STATE HIGHWAY 10; THENCE WESTERLY ALONG SAID NORTH RIGHT—OF—WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: (1) N67'35'40"W, 99.08 FT.; (2) N79'31'30"W, 193.92 FT. AND (3) N71'57'08"W, 179.32 FT. TO A POINT ON THE SOUTHERLY EXTENSION OF THE EAST LINE OF SAID TRACT D- 1, THE RANCH; THENCE N17*52'53"E ALONG SAID EAST LINE, 351.00 FT. TO THE NORTHEAST CORNER OF SAID TRACT D-1; THENCE N69'20'00"W ALONG THE NORTH LINE OF SAID TRACT D-1, 360.95 FT. TO THE POINT OF BEGINNING, CONTAINING 685,820 SQ.FT. OR 15.7443 ACRES MORE OR LESS. ,FILED FOR IN PLAT BOOK . 'PAGIS Mc-<er # 2090-G;17 ,yo P V j -k \ 0 CDS21'50'1 11 E LC36.87' LOT 4 \ m \ 338,248 SO. FT. `% \ � C0S29'09'16"W \ y/ TRA CT D N6920,0 a0• �C°S� \ \ �Dq 360,gs''W ¢ utir,�y f9mr \ o a I1�619, \ \ / �4) v S6 \ ss6s a \ / PLATTBICTG, 1 421 / \ 6p'� \ / oO R1482.39' / / \ \ CDS2 C30756' E,M l Rift AurT vAl-sA.7 o� / \ 6 I LANISAPPROVED S6 36s8"e EASEMENT APPROVED .081 EASE"L"' R O'JIRED DATE L 0 T 2 \ \� �C� ` BY r e6,540 S0. FT. \ / AR STATE PLANE COORDINATES (NORTH ZONE) MONUM T / / h Y/�¢6.74 E 1 171779.87 SET .<) rn WN 3786 00 E 1171790.11 SET 1/2 IRON PIN \. / \ O \ / p,M / • ^ • . -- 806.41 SET 1 /2• IRON PIN / \ --- - / [ire RIGHT—OF—WAY DEDICATION —RANCH DRIVE PART OF THE E1/2 OF SECTION 14, T-2—N, R-14—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 5, TRACT F, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE NORTHWESTERLY ALONG THE ARC OF A 507.46 FT. RADIUS CIURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N6422'04"W, 162.30 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N32'10'19"W, 52.90 FT. TO A POINT ON THE EAST RIGHT—OF— WAY LINE OF CHENONCEAU BLVD.; THENCE SOUTHERLY ALONG SAID EAST RIGHT—OF— WAY LINE BEING THE ARC OF A 984.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S1908'17'W, 31.37 FT.; THENCE S11'03'02"W CONTINUING ALONG SAID EAST RIGHT—OF—WAY LINE, 108.26 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N59'42'21"E, 60.06 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 447.46 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DiSTANCE OF S63'23'36"E, 128.35 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF RANCH DRIVE; THENCE N34'41'53"E, 60.00 FT. TO THE POINT OF BEGINNING, CONTAINING 11,887 SO. FT. OR 0.2729 ACRES MORE OR LESS. ( / / / I d i i i PLA T OF LC22.1 LOTS 2, 3, 4, 5, 6 �c 7 CDS36'06'39"W LC22.18' 711_�_'A C T D THEP11,\'CH IN ;ONC. AN ADDITION TO THE CITY OF LITTLE R 0 CK, ARKANSAS AND RIGHT—OF—WAY DEDICATION FOR ARKANSAS STATE HWY. # 10 & RANCH DRTVE PART OF THE E 9/2, SECTION 14 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS C NOVEMBER, 2004 9 DA71IEL&S a.-Lwoc L91P= IDJ� L©.J CmL o NMRI c. w D Pv Nw 6 WIMOr„ T. S,m No 24 WUNC CRCE Umc ROCK. ARKANW 72223 Job No. :4-899P i I lned 700e LO Bd 80 E hCN P9M LZ1V,_ 310VH1\H3NVd\700Z\ N