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HomeMy WebLinkAboutS-1042-OO Map 2GF� yOh,'po Cif L'15 �+ O " 1 N � " 1 N, CERTIFICATE OF PRELIMINARY SURVEYING 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 Date of Execution White,Paul M. d 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 Rock Subdivision Rules and Regulations have have been complied with. Date of Execu ion Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas U OWNER OR DEVELOPER Date of Execution Name Address Source of Title D.R.— Page Instrument No. G 7 6 100 0 100 Scale 1') = 100 ft 300 General Notes: 1. Owner & Developer: Winrock Development Company 2222 Cottondale Lane, Suite 300 Little Rock, AR 72203 Source of Title: 93-84869 2. Linear feet of Internal Streets: 7720 LF 3. Average Size of Lot: 60' x 127.5' , 85' x 130' & 80' x 135' 4. Number of Lots: 158 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwater Disposal: LRWWU 8. Variances: 5' Side Yard Setback on Garden Homes 20' Front & Rear Yard Setback on Garden Homes 25' Setback Along Collector Street Durham Court Street Length to Exceed Requirements, Sidewalk Variance on Yorkshire Lane. 9. Floodway / Floodploin: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: Five Phases as shown. 12. Average Slope of Lots = 7.6% (Ranges from 3.3% to 14.3%) VILLAGES OF WELLINGTON, PHASE XII PART OF SECTION 31, T-2—N, R-13—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: OF WELLINGTON, LITTLE ROCK, ARKANSAS; THENCE S24'31'52"W, 60.00 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF WELLINGTON VILLAGE ROAD AND THE POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG SAID SOUTH RIGHT—OF—WAY LINE BEING THE ARC OF A 970.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S63'50'13"E, 55.24 FT.; THENCE S30'08'31"W, 131.05 FT., THENCE S43'22'36"W, 341.53 FT.; THENCE S44'35'41 "W, 97.18 FT.; THENCE S61'37'41 "W, 122.54 FT.; THENCE 01'52'13"W, 639.81 FT.; THENCE S29'13'10", 126.02 FT.; THENCE S42'37'03"W, 134.40 Fr.; THENCE S8907'47"E, 84.10 FT.; THENCE S35'16'570E, 131,13 FT.; THENCE S19'12'57"W, 152.63 FT.; THENCE N63'57'03"W, 116.80 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S41'13'02"W, 26.17 FT.; THENCE S3336'52"E, 97.70 FT.; THENCE S10'09'37"E, 253.80 FT.; THENCE S27031'12"W, 277.33 FT.; THENCE S74'18'44"W, 94.23 Fr.; THENCE SOUTHERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S0656'12"W, 98.20 FT.; THENCE S03'57'38"E, 127.12 FT.; THENCE S83'39'25"W, 151.14 FT.; THENCE N01'33'15"E, 50.07 FT.; THENCE N87*32'52"W, 533.32 FT. TO THE SOUTHWEST CORNER OF THE N1/2 SWi/4, SAID SECTION 31; THENCE N01'52'27"E ALONG THE WEST LINE OF SAID SECTION 31, 2329.18 FT.' THENE N69'11'33"E, 378.77 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 360.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N83'54'23"E, 159.48 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF SAID WELLINGTON VILLAGE ROAD; THENCE S85'26'11"E ALONG SAID SOUTH RIGHT—OF—WAY LINE, 504.84 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID SOUTH RIGHT—OF—WAY LINE BEING THE ARC OF A 970.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD OF BEGINNIG!NG AND DISTANCE OF CONTAINING 53.7281 ACRES MORE OR .33 LESS. ' TO THE POINT LESS. N DUCED FRONT AND SIDETBACKS REQUESTED FORTS 1-35, BLOCK 21 Public Works Notes: 1. NPDES 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 stripping 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. Streets to be 26 ft. wide in 50 ft. right—of—way easements unless otherwise as shown. 8. Average Lot Slope = 7.6% (Ranges from 3.3% to 14.3%) 9. Easements for proposed stormwater drainage facilities are required. 10. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. PRELIMINARY PLAT Lots 1 — 35, Block 21 Lots 1 — 32, Block 22 Lots 1 — 28 & 30-65, Block 23 Lots 1 — 9 Block 24 Lots 1 — 16, Block 25 The Villages of Wellington PHASE XII An Addition to the City of Little Rock July 19, 2004 Revised August 9, 2004 Revised January 3, 2006 Revised February 1, 2006 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 plot is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator 0 Y © WHITE-DATERS & ASSOCIATES, INC- Qi CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 ,_ 1 CERTIFICATE OF PRELIMINARY SURVEYING 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 Date of Execution White,Paul M. d 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 Rock Subdivision Rules and Regulations have have been complied with. Date of Execu ion Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas U OWNER OR DEVELOPER Date of Execution Name Address Source of Title D.R.— Page Instrument No. G 7 6 100 0 100 Scale 1') = 100 ft 300 General Notes: 1. Owner & Developer: Winrock Development Company 2222 Cottondale Lane, Suite 300 Little Rock, AR 72203 Source of Title: 93-84869 2. Linear feet of Internal Streets: 7720 LF 3. Average Size of Lot: 60' x 127.5' , 85' x 130' & 80' x 135' 4. Number of Lots: 158 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwater Disposal: LRWWU 8. Variances: 5' Side Yard Setback on Garden Homes 20' Front & Rear Yard Setback on Garden Homes 25' Setback Along Collector Street Durham Court Street Length to Exceed Requirements, Sidewalk Variance on Yorkshire Lane. 9. Floodway / Floodploin: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: Five Phases as shown. 12. Average Slope of Lots = 7.6% (Ranges from 3.3% to 14.3%) VILLAGES OF WELLINGTON, PHASE XII PART OF SECTION 31, T-2—N, R-13—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: OF WELLINGTON, LITTLE ROCK, ARKANSAS; THENCE S24'31'52"W, 60.00 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF WELLINGTON VILLAGE ROAD AND THE POINT OF BEGINNING; THENCE SOUTHEASTERLY ALONG SAID SOUTH RIGHT—OF—WAY LINE BEING THE ARC OF A 970.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S63'50'13"E, 55.24 FT.; THENCE S30'08'31"W, 131.05 FT., THENCE S43'22'36"W, 341.53 FT.; THENCE S44'35'41 "W, 97.18 FT.; THENCE S61'37'41 "W, 122.54 FT.; THENCE 01'52'13"W, 639.81 FT.; THENCE S29'13'10", 126.02 FT.; THENCE S42'37'03"W, 134.40 Fr.; THENCE S8907'47"E, 84.10 FT.; THENCE S35'16'570E, 131,13 FT.; THENCE S19'12'57"W, 152.63 FT.; THENCE N63'57'03"W, 116.80 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S41'13'02"W, 26.17 FT.; THENCE S3336'52"E, 97.70 FT.; THENCE S10'09'37"E, 253.80 FT.; THENCE S27031'12"W, 277.33 FT.; THENCE S74'18'44"W, 94.23 Fr.; THENCE SOUTHERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S0656'12"W, 98.20 FT.; THENCE S03'57'38"E, 127.12 FT.; THENCE S83'39'25"W, 151.14 FT.; THENCE N01'33'15"E, 50.07 FT.; THENCE N87*32'52"W, 533.32 FT. TO THE SOUTHWEST CORNER OF THE N1/2 SWi/4, SAID SECTION 31; THENCE N01'52'27"E ALONG THE WEST LINE OF SAID SECTION 31, 2329.18 FT.' THENE N69'11'33"E, 378.77 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 360.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N83'54'23"E, 159.48 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF SAID WELLINGTON VILLAGE ROAD; THENCE S85'26'11"E ALONG SAID SOUTH RIGHT—OF—WAY LINE, 504.84 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID SOUTH RIGHT—OF—WAY LINE BEING THE ARC OF A 970.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD OF BEGINNIG!NG AND DISTANCE OF CONTAINING 53.7281 ACRES MORE OR .33 LESS. ' TO THE POINT LESS. N DUCED FRONT AND SIDETBACKS REQUESTED FORTS 1-35, BLOCK 21 Public Works Notes: 1. NPDES 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 stripping 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. Streets to be 26 ft. wide in 50 ft. right—of—way easements unless otherwise as shown. 8. Average Lot Slope = 7.6% (Ranges from 3.3% to 14.3%) 9. Easements for proposed stormwater drainage facilities are required. 10. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. PRELIMINARY PLAT Lots 1 — 35, Block 21 Lots 1 — 32, Block 22 Lots 1 — 28 & 30-65, Block 23 Lots 1 — 9 Block 24 Lots 1 — 16, Block 25 The Villages of Wellington PHASE XII An Addition to the City of Little Rock July 19, 2004 Revised August 9, 2004 Revised January 3, 2006 Revised February 1, 2006 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 plot is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator 0 Y © WHITE-DATERS & ASSOCIATES, INC- Qi CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 ,_ 1