Loading...
HomeMy WebLinkAboutS-1530 Map 2O Z Z O Cn > M LiJ w O VJ a z o> z Q o = N v w J 0 LIJ .: flJ�. ss mh 01 Ws38- 5 '�.9 N 88.15'33" W 133.72' N 87'48'07" W 165,81'_ R ? 1-630 FINANCIAL CNTR. PKWAY HN O� Z O Q KANIS SHACKLEFORD 'EST O THIS SITE 40 0 40 120 p� EXEC. CENTER DR, Y PEp'CV(TREE Scale 1"= 40 f t W \ VICINITY MAP (NTS) e`�ef Sege i 6a 25505 z x , i �+ 00, 1-2 / ss nm m \ i f1-49.13 69.13 LOT 5 3=T sic 4' cone. swlk.'� y/ 150 pvc r/ ��9 \ fl- 475.51 �I.�\ // O I manhole opet .63 ss m fl 4 .53 �/ fl-480 74 6 03 / y /i S / g i _ tip% LEGAL DESCRIPTION CERTIFICATE OF PRELIMINARY PART OF THE SE1/4 OF THE NW1/4 AND PART OF THE SW1/4 OF THE NE1/4, ALL ENGINEERING ACCURACY IN SECTION 9, T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY SP ATf pF DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SE1/4 OF I, Timothy E. Daters, hereby certify A� ANSAS THE NW1/4; THENCE S87'48'07"E ALONG THE NORTH LINE OF SAID SW1/4 OF THE that this plat correctly represents a NE1/4 A DISTANCE OF 165.81 Fr.; THENCE S02'29'08"W A DISTANCE OF 250.64 FT.; plat made by me, and that engine IngRECISTERE�B THENCE 53623'41"E A DISTANCE OF 344.38 FT. TO THE NORTH RIGHT-OF-WAY LINE requirements of the Little Rock OP R O F E S S 10 NA L OF EXECUTIVE CENTER DRIVE; THENCE S51'12'19"W ALONG SAID NORTH Subdivision Rules and Regulations v ENGINEER RIGHT-OF-WAY LINE OF EXECUTIVE CENTER DRIVE A DISTANCE OF 311.17 FT. TO THE RIGHT-OF-WAY have been compiled with. CORNER OF LOT 6A, WESTROCK OFFICE ADDITION (PLAT E-657); THENCE 'l1 N0.5033 N2731'22"W ALONG THE EAST LINE OF LOT 6A AND LOT 9, SAID WESTROCK OFFICE Dat ADDITION A DISTANCE OF 555.11 FT. TO AN ANGLE POINT ON THE EAST LINE OF SAID Timothy E. Date of Execution O ,r LOT 9 (PLAT F-318); THENCE CONTINUING ALONG SAID EAST LINE OF LOT 9, Engineer No. 5033, Arkansas Registered Profess N01'28'56"E A DISTANCE OF 240.79 Fr. 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 S88'15'33"E ALONG SAID NORTH LINE OF SAID SE1/4 OF THE NW1/4 A DISTANCE OF 133.72 FT. TO THE POINT OF BEGINNING, CONTAINING 196,648 SQ.FT. OR 4.514 ACRES, MORE OR LESS. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, hereby certify that this plot correctly represents a bound�,o"' "'••. ary survey made of verified by me �,i rgyq�TERF6 '. surveying requirments of the State -of 40sTAr> OF e Arkansas and City of Little Rock ub-r'' ARKANSAS ' division Rules and Regulations ha a blen NO.1281 compiled with and a copy of sai; boundary has been duly filed for 4&dkd s;cr�T,;KE in offices of the State Surveryor A 6 20 ,the nkiPlot uBookag e on `rfQNALLA ........... ' 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 FLOOD INSURANCE WORK MAP for Little Rock, Arkansas. FIRM Community Panel #, 050181 0082 F, dated Oct. 19, 2001 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 Wasterwaier 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 = 10% Public Works Notes: i. NPDES and grading permits are required prior to construction. 2. Stormwater detention ordinance does apply to this property. 3. Plans of oil 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 = 10% B. 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 S-',1530 June 26, 2006 Revised: Jul p� 20, 2006 LITTLE ROCK PLANNING COM �(}vFg, St9i1dECTTOT'1"hiE° COP Asiv�,�,I Ii1i'i�Li�NPti •!^ ti ?.11NU1 cCC RD DATED77[ C, © WRITE-DATERS & ASSOCIATES, INC.j 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING CY: {-T- 0 2 I 07` 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 DATE:��( l �