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Home My WebLink AboutS-1100-A Map 7CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY 1, William P. Gipson , 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 1/31 19 96,in Plat Book E Page 537 Date of Execution Name Registered Professional Land Surveyor No. 1170 Arkansas CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we intend to lay off, plat and subdivide said real estate in accordance with this Preliminary Plat as approved by the City of Little Rock Planning Comission and Board of Directors. I D2(toof4ut tf D to xe xecution—/ John Bumett, Trustee Name & Title CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, William L. Dean , 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 been complied with. Signed, 31n14t,—_ Date of Execution Registered Engineer No. 4418 , 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 provisions of said rules and regulations. This certificate shall expire _ Date Date of Execution Signed, Name, L.R. Planning Commissbn LITTLE ROCK PLANN I have consulted FEMA Flood Insurance Rate Map, F...... � J E4 Community Panel No. 050179 0380C dated May 16, of 1983, and find that the hereon property described is ARKAN;;Tn'rr. SAS ' not in a 10 -year flood zone. ). 1170 William R. Gipson Registered Land Surveyor �Pf '•L!n;if u.v" No. 1170, Arkansas (,h 4/ LA1"j7 Proposed Sidewalk Sidewalk Street Classification ROW Requirements Width Location West Kenis Road Minor Arterial 100, Both Sides 5' North & South I Rushmore Drive Standard Collector 90, One Side 4' South Cooper Orbit Road Mlnor Collector 60, One Side 5' West Hartford Standard Residential 50, One Side 4' East Lansing Standard Residential 50' One Side 4' West Bangor Minor Residential 45' NIA WA NIA Frankfurt Minor Residential 45' NIA NIA N/A Lincoln Standard Residential 50, One Side 4' South Pierre Minor Residential 45' N/A NIA N/A Albany Standard Residential 50' One Side 4' West St. Paul Standard Residential 50, One Side 4' South Rose garden Standard Residential 50' One Side 4' South Phonelx Minor Residential 45' N/A NIA N/A Dover Standard Residential 50, One Side 4' West Sacramento Standard Residential SY One Side 4' East Baton Rouge Standard Residential 50' One Side . 4' North Denver Standard Residential 50, One Side 4' South Great Lakes Minor Residential 45' NIA NIA N/A Rapides Mirror Residential 45' N/A N/A NIA Evangline Minor Residential 46 N/A N/A NIA Vermilion Minor Residential 45' N/A N/A NIA Avoylles Minor Residential 45' NIA NIA N/A Ladybird Minor Residential 45' N/A NIA N/A HIIIIary Minor Residential 4V N/A NIA NIA wjviIVIIJJIui4 Arr uvC -BY: DATE:-14/-/6.Z2Z Legal Descdption Part of the NW 1/4 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 1/4, 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 010 24' 07" W along the East line of said NW 1/4, NW 1/4 a distance of 1300.06 feet to a found 1" pipe and the NW corner of the SE 1/4, NW 1/4, Section 7, T-1-N, R-13-W; thence S $80 36' 38" E along the North line of said SE 1/4, NW 114 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 010 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 SE corner of the said NE 1/4, SW 114; thence N 880 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 comer of the NW 1/4, SW 1/4; thence N 880 52' 27" W along the South line of said NW 1/4, SW 1/4 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 880 52' 27" W for a distance of 238.00 feet to a set #4 rebar; thence S 180 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 880 52' 27" W along the South line of said NW 114, SW 1/4 a distance of 53.28 feet to a set #4 rebar; thence N 180 48' 27" W for a distance of 223.05 ry `. Z S W U 100 0 100 200 I scale feet 1 "=100' LEGEND - - - - - - - SEWERAGE BASIN DIVIDE EXIST. ATV OR FOOT TRACK — 0 DRAINAGE EASEMENT -�t0— SEWER EASEMENT ir k--a --0- STORM DRAIN PIPING SCHEMATIC """ TREE/ VEGETATION LINES —. - - BUILDING SETBACK LINE General Notes id contours (2' intervals) are interpreted from aerial y. Elevation Source: PAGIS, M.S.L. s having curved boundary lines are measured using chord Ices. building set -backs shall be as follows: 26 for residential tinor residential; 30' for collector street; and 35' for minor arterial. foot "no vehicle access" easement will be final platted along e-fronted lots along West Kanis Road (minor arterial) as follows: os. 248, 215, 214, 213,195,194,193,175, 161,162,and 163. foot "no vehicle access " easement will be final platted along le -fronted lots along Rushmore Drive (standard collector) as follows: os. 18, 19, 39, 40, 86, 83, 82, 81, 80, 77, 76, 75, 71, 69, 66, 65, 91, 08, 109, 110, 111, 112, 113, and 114. Is access for single -fronted lots along Rushmore Drive will be itted only as follows: Lot Nos. 87 and 88. n drainage piping is shown hereon graphically in approximate Ions. Piping, inlet, and junction box locations are subject to change d on final design of street grades. Where drainage easements are in, ditch construction will include low -flow concrete bottom paving. ping, inlets, and junction boxes will be contained within public street Ps and drainage 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 radii 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 STREET CURVE-DA--A be a minimum of25'. 10. Tract F as depicted hereon will be conveyed to the property owner of the land O77°00'01 2� 3� - " 60°00'05" 39°29'47" R 691.44' 519.60' 278.55' T 550.00' 300.00, 100.00' D 8.1711 11.0137 20.3409 L 924.23' 544.14' 192.02' east of and adjacent to sold Tract F following final platting of Phase I. 11. Tracts D and E will be utilized for open space and/or stommater 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. 0 5 � 0 90°00'00" 90000,001, 38029°58" 150.00, 150.00' 286.36' 150.00' 150.00, 100.00' 38.1150 38.1150 20.0030 235.62' 235.62' 192.42' 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. 11 121 -- 32059'55" 38059'51 " 337.61' 282.41' 100.00, 100.00, 16.5816 20.1717 194.44' 192.22' 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. feet to a set #4 rebar; thence N 880 52' 27" W for a distance of 169.30 feet r�rI t S 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 114; thence N 88053' 16" W along the South line of said NW 1/4, SW 1/4 for a distance of 250.33 feet to a found concrete monument and the SW comer of said NW 114, SW 1/4; thence N 01 0 43' 37" E along the West line of the , IN,, x r,t NW 1/4, SW 1/4 and the NW 1/4 of said Section 7, a distance of 4; ::'.,",a-t 3958.96 feet to the NW ccrner of the NW1/4, NW 1/4, Section 7, T-1-N, R-13-W ' Na.4418 and the Point of Beginning, containing 190.624 acres, more or less, subject to an AP&L easement and less and except a R/W for Cooper Orbit Road as shown on survey by William R. Gipson, dated November 23, 1995. «- eeeeeneeerrey^r A ^wcr� .0 e "a . cr. CIVIL r DESIGN, INC 1-4 y, No. 102 a: a (, si°a �Qe e � PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES CITY OF LITTLE ROCK PULASKI COUNTY, ARKANSAS PLATE 3 OF 3 F'i ,�see DRAWN BY: B.DEAIV "rlsse"�nJ Et'rw�"k,• DRAWN: 4115196 REVISED: 12t3197 REVISED: 529/96 REVISED: 3/4/g8 OWNER OF RECORD: John BumettTrustee TITLE SOURCE: 46-E702 BOOK E, PG. 537 C CIVIL DESIGN, INC. 15104 CANTRELL ROAD DLITTLE ROCK, ARKANSAS 72212