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HomeMy WebLinkAboutS-0867-NNNNNN Map00, �q.f 0 /. �!� TIC BER s' �. SOLO, ^ �� R ?9, �500 8a ON 0 c t � A 0 X � g39"42 \\ ` I `t y1'lJ i - 4b / :179_u. S90 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY r .6fj1ST I, Paul M. White, hereby certify that � Sthis plat correctly represents a bound— CERTIFICATE OF PRELIMINARY PLAT APPROVAL 1' K, P '� ary survey made of verified by me that all All requirements of the Little Rock e surveying requirments of the State of Subdivision Rules and Regulations " N f Arkansas and City of Little Rock Sub— 9 j \ division Rules and Regulations have been relative to the preparation and complied with and a copy of said submittal of a preliminary plat having f boundary has been duly filed for record been fulfilled, approval of this plat in offices of the State Surveyor and is hereby granted, subject to further the Pulaski County Circuit C on provision of said Rules and Regulations 20_, in Plat Book P g This certificate shall expire. ! Dote of Execution Paul M. White, Registered Land Date of Execution Planning Administrator Surveyor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY OWNER OR DEVELOPER A R A�, � S ENGINEERING ACCURACY {t , C I S T E R F I, Timothy E. Daters, hereby certify Date of Execution Name R15��:23 10 N k t G that this plat correctly represents a 0 9'L ENyI plat made by me, and that engineering 9 t NEEK requirements of the Little Rock *O' Subdivision Rules and Regulations ave Address NZ 5033 have been complied with. Off. R*sf Source of Tile D.R. _ Page \'1_ Instrument No. Date oI0 Execution Timothy E. Daters \�\ Registered Professional \\ •, Engineer No. 5033, Arkansas I'' H Z� R�534p813'W O0 T' - 5 C ��T f e771 ,— _. 75.00' 201 S805'41" E �S . .fji' C/' �S •sue � � � 1$ `, Z1111b�ql 1 ' r Public Works Notes: 1, NPDES and grading permits are required prior to construction. 2. Stormwater detention ordinance applies to this property. 1 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. Streets may or may not be dedicated to the public at the developers option. The streets which are private will be maintained by the POA The public may have access to all private streets for the purpose of servicing the residents and maintaining or repaving of all public facilities. 8. Easements for proposed stormwater detention facilities are required. 9. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. 10. Minimum centerline radius on access drives shall be 50' unless shown otherwise, General Notes 1. Owner & Developer: Deltic Timber Corporation #7 Chenal Club Circle Little Rock, Ar 72211 Source of Title: BOOK 621, PAGE 233 2. Linear feet of Internal Streets: 4,300 Lf 3. Average Size of Lot: 130' x 75' 4. Number of Lots: 79 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: LRWWW 7. Source of Wasterwater Disposal: LRWWU 8. Variances: Alternative Pedestrian Circulation System & Length of cul—de—sac 9. Floodway / Floodplain: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: I — Lots 1-12, 20-23, 31-32 & 40-79 II — Lots 13-19 III — Lots 24-30 & 33-39 12. No lots shall directly abut or take access to Chenal Volley Drive. No vehicular access shall be permitted across tracts adjacent to Chenal Valley Drive. 100 0 100 300 Scale 1" = 100 f t CHENAL VALLEY DRIVE O� j N oy CHENAL VALLEY GOLF COURSE o cy� �D vicinity Map KT3 PART OF SECTION 26, T-2—N, R-14—W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHWEST INTERSECTION OF THE CHENAL PARKWAY RIGHT—OF—WAY LINE AND THE CHENAL CLUB BOULEVARD RIGHT—OF—WAY LINE; THENCE NORTHWESTERLY ALONG THE WEST RIGHT—OF—WAY LINE OF SAID CHENAL PARKWAY BEING THE ARC OF A 1532.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N65'43'43"W, 84.27 FT.; THENCE N25'50'49"E ALONG SAID WEST RIGHT—OF—WAY LINE, 20.00 FT.; THENCE CONTINUING NORTHWESTERLY ALONG THE SAID WEST RIGHT—OF—WAY LINE BEING THE ARC OF A 1512.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N53'08'42"W, 577.58 FT.; THENCE S47'51'47'W ALONG SAID WEST RIGHT—OF—WAY LINE, 10.00 FT.; THENCE CONTINUING NORTHWESTERLY ALONG THE SAID WEST RIGHT—OF—WAY LINE BEING THE ARC OF A 1522.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N34'08'13"W, 423.75 FT.; THENCE N63'51'47"E ALONG SAID WEST RIGHT—OF—WAY LINE, 10.00 FT.; THENCE CONTINUING NORTHWESTERLY ALONG THE SAID WEST RIGHT—OF—WAY LINE BEING THE ARC OF A 1512.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N11'23'57'W, 769.49 FT.; THENCE N86'39'42"W, 285.11 FT.; THENCE S79'12'25"W, 66.53 FT.; THENCE S54'45'07'W, 531.84 FT.; THENCE S15'58'34"E, 164.62 FT.; THENCE S28'45'49"E, 468.54 FT.; THENCE SDV25'347E, 256.67 FT.; THENCE S02'48'31"W, 122.51 FT.; THENCE S20'05'04"E, 141.79 FT.; THENCE S85'14'11"E, 137.62 FT.; THENCE S80'35'41"E, 403.88 FT.; THENCE S25'45'47"E, 484.85 FT.; THENCE N85'01'14"E, 268.80 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 376.66 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N52'54'22"E, 376.66 FT.; THENCE N20047'31"E, 155.10 FT. TO THE POINT OF BEGINNING, CONTAINING 32.54 ACRES MORE OR LESS. PRELIMINARY PLAT Lots 1-79 Block 83 & Tracts P — T CHENAL VALLEY An Addition to the City of Little Rock September 9, 2003 Rev. September 23, 2003 Rev. May 27, 2004 RffC_F.TV�D Rev. June 1, 2004 Rev. AUG. 5, 2004 JUL 0 7 2006 Rev. AUG. 7, 2006 BY:___ © VV111111 /1 !Pe IUA 11LCs11W & s719,9001A THE, EV(Lo 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223