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HomeMy WebLinkAboutS-0285-UUU Map 2.91 Scale 1 " = 60 ft 54' CMP General Notes: 1. Owner & Developer: FCC Tract D Partnership 900 S. Shockleford, Suite 300 Little Rock, AR 72211 2. Linear feet of New Streets: 0 Lf 3. Average Size of Lot: 1.96 Acres 4. Number of Lots: 7 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwoter Disposal: LRWU 8. Variances: None 9. Floodwoy / Floodplain: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan; As Market Demands CHENAL PA -A VICINITY MAP NTS nl carp inln, DRIVEWAY TURNOUT sN5 \ \ TRACT D-3 (UNRECORDED) 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, MORE PARTICULARLY DESCRIBED AS FOLLOWS: 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 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 Fr. 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 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 Fr.; (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. o m` (3) SOUTHWESTERLY ALONG THE ARC OF A 1482.39 Fr. RADIUS CURVE AND DISTANCE OF S26'39'39"W, 307.56 `�,"� \ TO THE LEFT, A CHORD BEARING 175.23 FT. AND (5) SOUTHWESTERLY ALONG THE \ Fr.; (4) S20.45'29"W, ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING ➢1 \ AND DISTANCE OF 536'06'39"W, 22,111 Fr. TO A POINT ON THE NORTH x / \ g 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. AND (2) N79'31 "30"W, 121.93 FT. TO THE SOUTHEAST CORNER OF LOT 2, TRACT D, THE RANCH; THENCE 1. N20'36'04"E ALONG THE EAST LINE OF SAID LOT 2, TRACT D, 318.55 FT. TO THE NORTHEAST CORNER THEREOF; THENCE N6656'58"W ALONG THE 5 NORTH LINE OF SAID LOT 2, TRACT D, 266.91 FT. TO THE NORTHWEST CORNER THEREOF, BEING ALSO 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 598,499 SO. Fr. OR 13.7396 ACRES MORE OR LESS. \ \ It, \ 1;In\ yIG1STEil'. o, \x 4 11:OF''' g \ \ \ \ \ NSASIt •• 0 n ATE �A R �S A S REGISTERED \ / PH0FES-IONAL � ENGINEER � NO.5033 ���Tjyy vl�¢ N 5 i / - RT LOT 3 67373.60 SF OR 1.55 ACRES LOT 4 71800.23 SF OR 1.65 ACRES LOT 5 78529.37 SF OR 1.80 ACRES LOT 6 140669.25 SF OR 3.23 ACRES LOT 7 78431.67 SF OR 1.80 ACRES LOT 8 82442.72 SF OR 1.89 ACRES LOT 9 79252.62 SF OR 1.82 ACRES TOTAL 598499.46 SF OR 13.74 ACRES CERTIFICATE OF PRELIMINARY SURVErING ACCURACY I, Paul M. White, hereby certify that this plat correctly represents a bound- ary survey made of verified by me that all surveying requirments of the State of Arkansas and City of Little Rock Sub- division Rules and Regulations have been complied with and a copy of said boundary has been duly filed for record in offices of the State Surveyor and the Pulaski County Circuit Clerk on 20 in Plat Book _Page�� i Date of Execution Paur M. White, Registered Land Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little c Subdivision Rules and R ul ti ns ha have been/complied h. Z Date of Execution othy E. at s R gistered Professional E ilineer No. 5033, Arkansas OWNER OR DEVELOPER Date of Execution Name Address Source of Title D.R._ Page Instrument No. 89 62166 CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator Public Works Notes: 1. AIDED and grading permits are required prior to construction. 2. Stormwater detention ordinance does apply to this property. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide striping and signage plans as per ordinance for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. 6. Easements are for utilities and drainage where needed. 7. Easements for proposed Stormwater drainage facilities are required. 8. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. PRELIMINARY PLA T OF LOTS 3 - .9, TRACT U-3 INTRI-7.1LL MARAKET A T THE RANCH AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS A TRACT OF LAND IN SECTION 14, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS NOVEMBER, 2005 REV DECEMBER 16, 2005 © WHITE-DATERS & ASSOCIATES, INC. Qi CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 i