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HomeMy WebLinkAboutS-0285-PPP Map 8R924.93' C DNO6' 45'02" E LC138.70', R984.93' COS IU08'1TW LC31.37' H R40.00' CDN3Z 10' 19'W LC52.90' Dedooti 0n 60 0 60 R507.46' CDN64'22'04"W LC162.30' Scale 1' = 60 ft 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. 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 RTIFICATE 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 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 PLANNING COMMISSION R447.46' fRA:�7 F ® ��/CDS63-23-36rE �/ T,tE R;Ox.H ' LC128.35' Book G, Paae 571 1 3° R4o.00, = ^ o \CDN59'42'21"E %a o f1 rLC60.06' \ � �"� � � �\ ( 1 I CERTIFICATE OF RECORDING R447.46' \ \ CDS54'13'31"E \ \ THIS DOCUMENT, NUMBER FILED FOR iLC269.10' \\ \ RECORD 20 IN PLAT BOOK PAGE �/ rn LOT % ° rn GENERAL NOTES: p e \ �\ \ 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS, _ UNLESS NOTED OTHERWISE. 2 2. ALL EASEMENTS SHOWN - - - - ARE TO BE USED CDS42'19'2 . y6 R746.1"E20'\ FOR DRAINAGE AND/OR UTILITIES. f o �y a1 6yLC142.01' \ 3 ROUNDEDLOTS WTH O MEASURED A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. o" \ 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. I S79'06'23'E 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 �I •r ��y l 296.08, 2 \ 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. I I LOT 6 " =ry � 65,349 SO. FT. so.o• \ \ zo �\ \ 3 �I oN I N87'42'24"W Z °\ \\ R984.93' \ 258.86, CDS5932'46"E S I \ LC369.14' " I LOT 5 \ \ 0 M \ \ Z <0 I I 43.004 SO. FT. \ \ � Mo. _" " LOT LOT 3 2" 67,143 SO. Fr. J/ / a cak°ec0po \ I \� HIS Dc N7? \ ` 3 ..z�-,,�:�- ---- _. __ - -,- --,..a.,......m,.=-.,..�_ �\ 1,O2�Pt•9T d/ootio �'7 J6•W,\ d �-� o_ �- -_ a-_-_.. � 89' ft. N71• , ?79.9g 5>. 1s• / 179 0g.,w _— Ind S° . 94 514Y 1 b� 32 \ \ LEGAL DESCRIPTION �s• W 37.74• so• LOTS 2-7, TRACT D N79*31'30" 121,16• `4 �ti/y �Ner Woq 7 h PART OF THE E1/2 OF SECTION 14, LYING NORTH OF ARKANSAS STATE �� 193.92• W 'm sy MORE PARTICULARLY DESCRIB D AS FO LOWS: OCK,PULASKI COUNTY, ARKANSAS, p�� BEGINNING AT THE NORTHWEST CORNER OF TRACT D-1, THE RANCH, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE EAST RIGHT-OF-WAY LINE OF CHENONCEAU BLVD.; THENCE NORTHERLY �RrFrJ jl 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 N0645'02"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) 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 S36706'39"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. 'PAGIS Marker # 2090-0017 �a 'P/ R25.00' -- - - --- CDS21'50' 1 1"E LC36.87' J \ 4 \ o \ 338,248 SO. FT. `Ti yx"e of rooainnO \ R 16' \ � CDS29'0g,16"W �--- LC51.89' TRACT D \ N69 . 0, „ 30 40"', \ \ Sao I 360,gs� W ¢ Vtiyitl \ �P />6f19, 61 b \ TRACT D-1 0 / \ 60' \ / 0o R1482.39, / PLAT BK. G, PG. 421 0 / \ �`ess \ / ^> CDS26'39'39"W % 4- t7;rty P \ \ ti LC307.56' / S66, M / \ \ 56 58„ LOT 2 z / \ 86,540 SO. Fr. \ % 100, tine RIGHT-OF-WAY DEDICATION -RANCH DRIVE AR STATE PLANE COORDINATES (NORTH ZONE) MONUMENT "6 93o'Qo..w ® PLA T OF 8 LC22.1R40.00' L 0 T S 2 3 4 5 6 �c C DS36-06'39" W LC22.7 8' 9 9 7 9 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 N64'22'04"W, 162.30 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHGRO 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 RI!:HT, A CHORD BEARING AND DISTANCE OF S10'08'17'W, 31.37 FT.; THENCE S11'03'024W 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. TRACT D THE RA ;v'CH /K) CONC. AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS AND RIGHT—OF—WAY DEDICATION FOR ARKANSAS STATE HWY. # ) 0 & RANCH DRIVE PART OF THE E112, SECTION 14 T-2—N, R-14—W �0 PULASKI COUNTY, ARKANSAS NOVEMBER, 2004 0 ItD . �mK .A��Z7fA7f1Es�, IIW� � CMl ENC4Nf£RING. UNo RLWMNG a oEVELOPMEM, wRacrmc 24 RWUNO CIRCLE OTE ROCK, ARKNtSA$ 7=3 Job No. 04-899P fined P002 L0 22:90 E ADN POM L2iVld\01UVH1\H3NVH\b00Z\N