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HomeMy WebLinkAboutS-1530 Map 41-630 FINANCIAL CNTR. PKWAY Z yp� Z y o o' KANIS 51IACKLEFORD wEST THIS SITE\ EXEC. CENTER DR. Y U 2 EE u, W U VICINITY MAP (NTS) CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY Sj-ez I, Timothy E. Daters, hereby certify(ing Alt ANSAS that this plat correctly represents i�Aj plat made by me, and that enginetIRS* BREQ requirements of the Little RockSubdivision Rules and Regulations E F E S S I O N A 1. have been compiled with. ENGINEER • w C ?r No.5033 Date of Execution Timothy E. Da Q ,v Registered Profess .,o- Engineer No. 5033, Arkansas CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, hereby certify that this plat correctly represents a bound�7�w•""'•••.,, ary survey made of verified by me lYsattbfen IS TERt, ''`•• surveying requirments of the STATE"F Arkansas and City of Little RocARKANSAS `•. division Rules and Regulations O.1281compiled with and a copy of sboundary has been duly filed f5xin offices of the State Surverythe Pulaski County Circuit Clerk;L....20_, in Plat Book_PageLLA�.f' ..... Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas 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 OWNER OR DEVELOPER Date of Execution Name Address Source of Tile D.R. Page Instrument No. No portion of this property. is Within the 100 year flood boundary as shown on the FLOODWAY, FLOOD BOUNDARY AND, FL60D INSURANCE WORK MAP for Little Rock, Arkansas. FIRM Community Panel # 050i81 0082 F, dated Oct. 19, 2001 40 0 40 Scale 1 " = 40 ft LEGAL DESCRIPTION 120 PART OF THE SE1/4 OF THE NW1/4 AND PART OF THE SW1/4 OF THE NE1/4, ALL IN SECTION 9, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SE1/4 OF THE NW1/4; THENCE S8T48'07nE ALONG THE NORTH LINE OF SAID SW1/4 OF THE NE1/4 A DISTANCE OF 165.81 FT.; THENCE S02'29'08"W A DISTANCE OF 250.64 FT.; THENCE S36'23'41"E A DISTANCE OF 344.38 FT. TO THE NORTH RIGHT-OF-WAY LINE OF EXECUTIVE CENTER DRIVE; THENCE S51'12'19"W ALONG SAID NORTH RIGHT-OF-WAY LINE OF EXECUTIVE CENTER DRIVE A DISTANCE OF 311.17 FT. TO THE SOUTHEAST CORNER OF LOT 6A, WESTROCK OFFICE ADDITION (PLAT E-657); THENCE N27*31'22"W ALONG THE EAST LINE OF LOT 6A AND LOT 9, SAID WESTROCK OFFICE ADDITION A DISTANCE OF 555.11 FT. TO AN ANGLE POINT ON THE EAST LINE OF SAID LOT 9 (PLAT F-318); THENCE CONTINUING ALONG SAID EAST LINE OF LOT 9, NO1'28'56"E A DISTANCE OF 240.79 FT. TO THE NORTHEAST CORNER OF SAID LOT 9, SAID POINT ALSO BEING ON THE NORTH LINE OF SAID SE1/4 OF THE NW1/4; THENCE S88'15'330E ALONG SAID NORTH LINE OF SAID SE1/4 OF THE NW1/4 A DISTANCE OF 133.72 Fr. TO THE POINT OF BEGINNING, CONTAINING 196,648 SQ.FT. OR 4.514 ACRES, MORE OR LESS. General Notes: 1. Owner & Developer. ARKANSAS REALTOR ASSOCIATION C/o Irwin Partners 1701 Centerview Drive Suite 201 Little Rock, Arkansas 72211 Phone: (501) 225-5700 Contact: Ron Tabor Source of Title: •'-•'"; 2. Linear feet of Internal Public Streets: 0 Lf 3. Average Size of Lot: 2.26 Acres 4. Number of Lots: 2 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwater Disposal: LRWWU 8. Variances: None 9. Roadway / Floodplain: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: One Phase 12. Average Slope of Lots = 1OX 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 signoge 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. Average Lot Slope = 109: 8. Easements for proposed stormwater drainage facilities are required. 9. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. PRELIMINARY PLAT Lots 1 & 2 ARKANSAS REALTORS ASSOCIATION An Addition to the City of Little Rock June 26, 2006 Revised: July 20, 2006 © WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223