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Home My WebLink AboutS-0285-PPP Map 7R924.93' CDN06'45'02"E LC138.70', R984.93' CDS 10'08' 17" W LC31.37' 60 0 Scale 1" R40.00' CDN32'10'19"W LC52.90' = 60 ft 180 FICATE 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. 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 THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED NTH. TIFICATE OF OWN 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. DATE OF EXECUTION BY FCC TRACT D PARTNERSHIP 900 S. SHACKLEFORD, SUITE 300 LITTLE ROCK, AR 72211 INSTRUMENT NO. 89 62166 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. DATE OF EXECUTION TIMOTHY E. DATERS i R507.46' REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING 3 CDN 6 '04" W ENGINEER NO. 5033, ARKANSAS COMMISSION LC 162.30.30' N pedfC\ \ per t!on w R447.46' CDS63' 23'36" E LC128.35' LOT 5 TRACT F THE RANCH Book G, Page 571 / '✓ h f'S°h R40.00' ah° ICDN59'42'21"E a o' r LC60.06' a' ` CERTIFICATE OF RECORDING 1 j 1 ' J ' R447.46' THIS DOCUMENT, NUMBER FILED FOR CDS5 1 RECORD 20 IN PLAT BOOK LC269269.10' \ �\ \ PAGE ) 0 N 0 \ ry \ s, GENERAL NOTES: LOT / \ 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS, UNLESS NOTED OTHERWISE. j _ l 84,509 S0. FT. ® SHOWN _ z y�y R746.20' 2 FOR DRAINAGE SAND/OR UTILITIES. ARE TO BE USED CDS42'19'21"E 'h LC142.01' 3. LOTS WITH ROUNDED CORNERS ARE ° \ \ MEASURED TO A POINT OF INTERSECTION CURT LINES AND NOT POINTS ON A 1 o" \ \ \ 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. ' S79*06,23"E =ti^7 COO"\ � � 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 d• 296.pg, \ \ (3) NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD ' \ \ BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD \ \ �J �\ INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. /s' \ PAGIS Marker oM I # 2090-0017 „7h LOT 6 e \ 65,349 S0. FT. 20.0' P GB. Ln to I O Ln \ \ N8742'24"W R984.93' 2 N \ CDS58'32'46"E P'�'^� oJl beQinnO I EO Z I I 258.86' �\ \ LC369.14 \\ of J �I LOT 5 c I 43,004 So. FT.� \ \ m 2" LOT 4 L ° ° S FT o° LOT 3 2" M 67,143 SO. FT. so. "t '4" \ rMIS P DediO 7 °fioN7? p3� 1, 027 IA. Ni •Js•W ?rg b 9•7•2p•;,w gg�L \ �o-% s \ 4s145/ �bvNN / LEGAL DESCRIPTION 14 4s7Rw4 a 4 e�;°^d+c,a \'?Os• h LOTS 2-7, TRACT D �� ij T�\g0�s N7g 31'30" '21''6' 1 v � � 193.92 • W PART OF THE E1/2 OF SECTION 14, LYING NORTH OF ARKANSAS STATE HIGHWAY 10, T-2—N, R-14—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, .Sy\� \ MORE PARTICULARLY DESCRIBED AS FOLLOWS: 4 BEGINNING AT THE NORTHWEST CORNER OF TRACT D-1, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON �Riy �lj THE EAST RIGHT—OF—WAY LINE OF CHENONCEAU BLVD.; THENCE NORTHERLY ALONG SAID EAST RIGHT—OF—WAY LINE THE FOLLOWING BEARINGS AND�1 DISTANCES: (1) N0227'01"E, 239.48 FT.; (2) NORTHERLY ALONG THE 1 V ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND 1p DISTANCE OF N0645'02"E, 138.70 FT.; (3) N11'0310211E, 315.56 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) S3648'07"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 S5832'46"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. R25.00' CDS2 1'50'11" E i LC36.87' \ 338,248 0. \ R427.46' \ � CDS29'09'16"W \ LC51.89' \ \ TRA CT D \ N6g2p J%6 Jg / A \ s . \ \ / o° R1482.39' / PLATTBK.TG. PG. 421 \ \ \ 0 gG��ss \ / ^Y CDS26'39'39"W \ \" LC307.56' \ / / L 0 T 2 2 / 86,540 SO. FT. l 100• \B/yry AR STATE PLANE COORDINATES (NORTH ZONE) MONUMENT b F4me w,y l &6PLA T OF r3s.4 ® % 9g p8 p„k "\ R40.00' �% /% ��+ % CDS36'o6'39" W LOTS !v y 3 y `T y 5 y 6 CXc / LC22.18' s�wd� 40� 1 vvp_( b� < TRA CT D t TV% ProV& f a�- �e'S 1 ur1 r. THE RA NCH RIGHT—OF—WAY DEDICATION —RANCH DRIVE v PART OF THE E1/2 OF SECTION 1L T-2—N, RIBED AS LITTLE ROCK, PULASKI 11we ��. N ADDITION T 0 THE CITY OF COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: ^V1'// %� BEGINNING AT THE SOUTHWEST CORNER OF LOT A, TRACT F, THE RANCH, AN �iG7dr LI T TLE R 0 V K, ARKANSA S AA 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 N64'22'04"W, 162.30 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND 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— RIGHT—OF—WAY DEDICATION FOR WAY LINE BEING THE ARC OF A 984.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD / BEARING AND DISTANCE O S10'08LINE, 31.37 FT.; THENCE S11'03ASTE CONTINUING ARKANSAS STATE HWY # / 0 �c RANCH DRIVE 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 N34741'5S'E, 60.00 FT. TO THE POINT OF BEGINNING, CONTAINING 11,887 SQ. FT. OR 0.2729 ACRES MORE OR LESS. ONC. PART OF THE E112, SECTION 14 T-2-N, R-14-W PULASKI COUNTY, ARKANSAS. NOVEMBER, 2004'`1V\ ,DAD76L&S & AW0CTATZ9 MVC CmL p NEERING. U O PI. Nf a DEVELOPU M, SURVEYING 24 PMUNG CIRCLE LME ROCK, Ni� 72223 Job No. 04-899P Lned V002 LO BZ180 E AON PaM L2iV1d\0i3VH1\HDNVH\7002\ N