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Home My WebLink AboutS-0285-PPP Map 6R984.93' CDSIO'08'17"W LC31.37' R40.00' C0N32' 10' 19"W LC52.90' 60 0 R507.46' CDN64'22'04" W LC162.30' Scale 1" LOT 5 R447,46- TRACT F ® / CDS63.23'36"E _ME RANCH LC128.35' / Book G, Page 571 O OS s°' R40.00' � CDN59 42'21"E LC60 06' °il = 60 ft :t PFICATE 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 NTH, 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 WITH. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS TIFICATE OF C WN WE, THE UNDERSIGNED, OWNERS OF THE RE=_ ESTATE, SHOWN AND DESCRI8ED HEREIN, DC 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 PARTN_-RSHIP 900 S. SHACKLEFORE SUITE 300 LITTLE ROCK, AR 7221 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 z \ CERTIFICATE OF RECORDING I \ 4 447.4/ COS54 3'3t E \ ` THIS DOCUMENT, NUMBER FILED FOR LC269.10' \ RECORD 20 IN PLAT BOOK PAGE +n � . pso� GENERAL NOTES: LOT % \ 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS, I 84,509 SO. Fr. \ \ ® \, UNLESS NOTED OTHERWISE. 2. ALL EASEMENTS SHOWN = = — = ARE TO BE USED R746.20' FOR DRAINAGE AND/OR UTILITIES. COS4219'21"E LC1423. LOTS WITH ROUNDED CORNERS ARE .01' MEASURED TO A POINT OF INTERSECTION t OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE O, S79'0 62oM \ \ CHORD DISTANCES. I 3^E 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 ® 'f 296.08' \ \ ® r I ' d \ NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD Vr BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD ry R924.93' I 4 \ � \ ?0 A j3� \ \ INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. CDN0645'02" E tV 79 F LC 138.70' � � � I I LOT 6 " " o \ \ a°• 65,349 SO. FT. 2 rl kn s4u d ID a 9 \ \ \ I N8742'24"W z R984.93'� \ \ CDS58'32'46"E 258.86' LC369.14' W \ \\ \ \ I o M l I LOT 5 \\ Z (O I 43,004 SO. Fr. CDS21LC36.87 II I try ti• -- - - - - _ -M `\ LOT 4 \ �, "o 338,248 s0. Fr. \ yAd eJ V ^ \ \ 4216"W \ \ �DS29'0 51 89' Jel"6" TRA CT D M39 2p f /(3/ ' ® 366• \ \ 8 F / \ 4yea TRACT D-1 R1482.39' / PLAT BK. G, PG. 421 ffi / \ \ �C �° / \ °ag ¢ \ / h' CDS26C307 56' / \ Ufi/!ty \ / ry jol l fs�t• \ /! S66,S \ \ / a°° , \ / LOT 2 2 86,540 S0. FT. \ /! / � 7 / � eiy \� Un° s" LOT 3 ?" M 67,143 SO. Fr. LITTLE ROCK PLANNVG COMMISSION 'PAGIS Maker # 2090-0017 AR STATE PLANE COORDINATES (NORTH ZONE) MONUMENT 7 7 117 rA 63 SET 1/2" IRON PIN Al F 117275d 5-S SE7 1/2" IRON PIN 17 3518 29 E 11727 SET 1/2" IRON PIN 17391.3,3Z_�_1172SzZ5.77 SFT t/a" IROpLpIN- 3138.51 E 1172537 77 FND 1 Y IRON PIN 9Z!L65 E 1172475&6 FND, 1/Y IRON PIN 117 1 2956.74 E 24_62.60 FND 1/7" IRON PIN 9 FND. 1/7'ON IRPIN 3085_32 F 1172nn9 Al FND HIC ❑ HOIF y ! .5A FNn rnur Neu /o/L LEGAL DESCRIPTION \\�/ \ is• w4 \ J a • 50, �0^ LOTS 2-7, TRACT D `7�h' J 9� N7g•3j.3p" 12i.t°• F°,e°Q+e PART OF THE E1/2 OF SECTION 14, LYING NORTH OF ARKANSAS STATE S<QS 19392' W HIGHWAY 10, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT D-1, THE RANCH, AN �� ADDITION TO THE CITY OF UTTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE EAST RIGHT—OF—WAY LINE OF CHENONCEAU BLVD.; THENCE NORTHERLY ALONG SAID EAST RIGHT—OF—WAY LINE THE FOLLOWING BEARINGS AND DISTANCES: (1) NO2'27'01"E, 239.48 FT.; (2) NORTHERLY ALONG THE \ ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND O , DISTANCE OF N06 45'02" E, 138.70 FT.; (3) N 1 1'03'02" E, 315.56 Q 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) S4744'13"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 S26'39'39"W, 307.56 FT.; (4) S2945'29"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. 7 \ \ 1 HO! 1�Pcotro N�.°J• \ S9. ft. / AV7 r.57 2,9.99, si 514is �7 b wry i ry 1 RIGHT—OF—WAY DEDICATION —RANCH DRIVE faint,' wOp / I � PLA T OF W N i 693040® l 6 �\ R40.00' CDS36'06'39"W LC22.18' LOTS TS 21 3, 4, 5, TRA CT D 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 SQ. FT. OR 0.2729 ACRES MORE OR LESS. 6 &c / K) 1 CONC. THE RANCH AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS AND RIGHT—OF—WAY DEDICATION FOR ARKANSAS STATE HWY. # 10 &RANCH DhlVE Y PART OF THE E112, SECTION 14 �sF"�j5 si�✓a T-2-N, R-14-W PULASKI COUNTY, ARKANSAS NOVEMBER, 2004 CMt E NMMW, VHO PUMA i MMOft1 . SURVEyB 24 lU UM CACIE LOU ROCK. MKWW 72223 L L W a L , Jnh Nn 11_AOOm jned V002 LO 8Z 80 E A❑N PaM LZ1Vv 013VH1\H3NVH\V002\ N