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Home My WebLink AboutS-1100-A Map 11F LEGEND - - - - -- - SEWERAGE BASIN DIVIDE EXIST. ATV OR FOOT TRACK 1° --- DRAINAGE EASEMENT " SEWER EASEMENT STORM DRAIN PIPING SCHEMATIC TREE/ VEGETATION LINES BUILDING SETBACK LINE 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 provisions of said rules and regulations. This certificate shall expire uses Signed, Date of Execution Name, L.R. Planning Commission CERTIFICATE OF PRELIMINARY A B h '1 .N$,1 S ENGINEERING ACCURACY r��. RTGISTIiR[:D IN' i'II t0�1'EStit0:i r1L I, William L Dean hereby certify that this plat correctly represents h y a plat made by me, and that engineering %, No.4418 requirements of the Little Rock Subdivision Rules and Regulations have been complied = yAM L. With. +� .ii°�� Signed, 6cr.. 8 t aq-1 tq Qj;�- Date of Execution Name, Registered Engineer No. 4418, Arkansas CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY 1, William P. Gipsoq hereby certify that this plat correctly represents a boundary survey made or verified by me that all surveying requirements of the State of Arkansas and City of Little Rock Subdivision Rules and Regulations have been complied with and a copy of said boundary has been duly filed for record in the offices of the State Surveyor and the Pulaski County Circuit Clerk on 1- 'SI 19 10,in Plat Book E Page 5J"1 \ % - 0 Date of Execution Name Registered Professional Land Surveyor No. 1170 Arkansas �- LL I have consulted FEMA Flood Insurance Rate Map, Community Panel No. 050179 0380C dated May 16, 1983, and find that the hereon property described is �of in a 100-year flood zone. William R. Gipson Registered Land Surveyor Certification No. 1170 Proposed Sidewalk Sidewalk Street Classification ROW Requirements Width Location West Kanis Road Minor Artertal 100, Both Sides 5' North & South Rushmore Drive Standard Collector 90. One Side 4' South Cooper Orbit Road Minor Collector 60' One Side 5' West Hartford Standard Residential 50, One Side 4' East Lansing Standard Residential 50, One Side 4' West Bangor Standard Residential W. N/A N/A NIA Frankfurt Standard Residential 50. NIA NIA N/A Uncoln Standard Residential 50' One Side 4' South Plerre Standard Residential 50, One Side 4' East Albany Standard Residential W. One Side 4' West St. Paul Standard Residential 50' One Side 4' South Rose garden Minor Residential 45' One Side 4' South Phoneix Minor Residential 45' One Side 4' North Dover Minor Residential 45' One Side 4' West Sacremento Minor Residential 45' One Side 4' East Balm Rouge Minor Residential 45' One Side 4' North Denver Standen: Residential 50, One Side 4' South Great Lakes Standard Residentlal 50. N/A NIA NIA Rapides Standard Residential 59 NIA N/A WA Evangline Standard Residential 50. WA N/A N/A Vermilion Standard Residential W WA NIA N/A Avoyles Standard Residential 50' WA N/A NIA Ladybird Minor Residential 45' NIA WA N/A Hilliary Minor Residential 45' WA N/A WA Legal Description Part of the NW 114 and the N 1/2 of the SW 1/4, Section 7, Township 1 North, Range 13 West, Pulaski County, Arkansas, more particularly described as follows: Beginning at the NW corner of the NW 114, NW 1/4, Section 7, T-1-N, R-13-W; thence S 87° 18' 23" E along the North line of said NW 1/4, NW 1/4 a distance of 1244.38 feet to a point and the NE corner of said NW 1/4, NW 1/4, thence S 01" 24' 07" W along the East line of said NW 1/4, NW 1/4 a distance of 1300.06 feel to a found 1" pipe and the NE corner of the SE 1/4, NW 1/4, Section 7, T-1-N, R-13-W; thence S 88' 36' 38" E along the North line of said SE 1/4, NW 1/4 a distance of 1312.67 feet to a found 1" pipe and the NE corner of said SE 1/4, NW 1/4; thence S 01" 45' 12" W along the East line of the NE 1/4, SW 1/4, Section 7, T-1-N, R-13-W a distance of 2619.46 feet to a found concrete monument and the SW corner of the said NE 1/4, SW 1/4; thence N 88" 50' 38" W along the South line of said NE 114, a distance of 1318.29 feet to a found concrete monument and the SE corner of the NW 1/4, SW 1/4; thence N 88° 52' 27" W along the South line of said NW 1/4, SW 114 a distance of 494.58 feet to a set #4 rebar; thence N 01" 07' 33" E for a distance of 100.00 feet to a set #4 rebar; thence N 88" 52' 27" W for a distance of 238.00 feet to a set #4 rebar, thence S 18" 48' 27" E for a distance of 106.37 feet to a set #4 rebar on the South line of said NW 1/4, SW 1/4; thence N 88° 52' 27" W along the South line of said NW 1/4, SW 1/4 a distance of 53.28 feet to a set #4 rebar; thence N 18° 48' 27" W for a distance of 223.05 feet to a set #4 rebar; thence N 88" 52' 27" W for a distance of 169.30 feet to a found rebar; thence S 01° 00' 58" W for a distance of 209.63 feet to a found rebar on the South line of the said NW 1/4, SW 1/4, thence N 88053' 16" W along the south line of said NW 114, SW 1/4 for a distance of 250.33 feet to a found concrete monument and the SW corner of said NW 1/4, SW 1/4; thence N 01' 43' 37" E along the West line of the NW 1/4, SW 1/4 and the NW 1/4 of said Section 7, a distance of STREET CURVE DATA A R T .D L 1� 77°00'01" 691.44' 550.00' 8.1711 924.23' 2O 60°00'05" 519.60' 300.00' 11.0137 544.14' 3O 39°29'47" 278.55' 100.00, 20.3409 192.02' ® 90°00'00" 150.00' 150.00' 38.1150 235.62' 5 90000,00" 150,00' 150.00' 38.1150 235.62' 0 38029'58" 286.36' 100.00, 20.0030 192.42' �1 12°59'45" 1053.56' 120.00' 5.2618 238.97' 2 32059'55" 337.61' 100.00, 16.5316 194.44' f�3 38059'51" 282.41' 100.00, 20.1717 192.22' 3958.96 feel to the NW comer of the NW1/4, NW 1/4, Section 7 LISTER and the Point of Beginning, containing 190.624 acres, more or less, subject to �r •••.......... +. an AP&L easement and less and except a R/W for Cooper Orbit as shown on f 4.'' survey by William R. Gipson, dated November 23, 1995. f KANSAS 1170 :z y C, ff • NAM R6••'° .v' • ��`AL LAI`�S''• NN u•ur• .•`� O F A U CIVIL c� = e IR DESIGN, INC No.102 o`z 100 0 100 200 �'-">�.a�lr�--tea—t�.„"••�- scale feet 1 "=100' eral Notes 2' intervals) are interpreted from aerial Source: PAGIS, M.S.L. ved boundary lines are measured using chord becks shall be as follows: 25' for residential tiai; 30' for collector street; and 35' for minor arterial. cle access' easement will be final platted along s along West Kanis Road (minor arterial) as follows: , 214, 213, 195, 194, 193, 175, 161, 162, and 163. cle access " easement will be final platted along s along Rushmore Drive (standard collector) as follows: 9, 40, 86. 83, 82, 81, 80, 77, 76, 75, 71, 69, 66, 65, 91, 111, 112, 113, and 114. - single -fronted lots along Rushmore Drive will be follows: Lot Nos. 87 and 88. ping is shown hereon graphically in approximate inlet, and junction box locations are subject to change sign of street grades. Where drainage easements are truction will include low -flow concrete bottom paving. and junction boxes will be contained within public street Igo easements. 8. Street continuance information signs per Section 31-202(d) of the Subdivision and Zoning Ordinance will be provided at the project boundary lines on all street stubs to adjoining property. 9. Minimum curb return and property line redid at arterial and collector street intersections shall be a minimum of 31.5' All other street curb return radii shall be a minimum of 25'. All property line radii at street ROW line intersections shall be a minimum of 25'. 10. Tract F as depicted hereon will be conveyed to the property owner of the land east of and adjacent to said Tract F following final platting of Phase I. 11. Tracts D and E will be utilized for open space and/or stormwater detention purposes. A portion of Tract D will be conveyed by final matting of Phase I to the owner of the property east of and adjacent to said Tract D for the purpose of providing future street access. 12. Sanitary sewer easements shown herein are 10 feet in width. Storm drainage easements depicted hereon are generally 10 feet in width except where greater widths are required to avoid abrupt changes in ditch alignment. 13. All utility easements required for telephone, power, gas, and CAN will be determined during final design of each development phase and final platted for each phase in accordance with respective utility owner requirement. PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES CrT\/ �r 1 ITTI r rlr\/11/ PULA DRAWN BY B.CEAN --- DRAWN :4/15M REVISED: 1213197 REVISED: 5QS96 OWNER OF RECORD: Jo1n Bu_mett. Trustee TITLE SOURCE: 45-8702, BOOK E PG. 537 - -