The URL can be used to link to this page

Home My WebLink AboutS-1100-A Map 67 \ \ 147 CERTIFICATE 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 99n Plat Book E Page 537 --- 3/40- � 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. ` D e of Ex� nn Signature Name & Title ` rsae / �OEN SPACE r �- ` e _ --Cis_ 1 s(i 135 _ m 17\ rso rr CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY 1, 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, D J �o G 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 not in a 100-year flood zone. + 4 ; .•°'•" '""' •.'G Ny I1 (; i William R. Gipson Registered Land Surveyor No. 1170, Arkansas. Date of Execution Registered Engineer Proposed No. 441E ,Arkansas Street Classification ROW West Kanis Road Minor Arterial 100, Rushmore Drive Standard Collector 9o. Cooper Orbit Road Minor Collector 60' CERTIFICATE OF PRELIMINARY Hartford Standard Residential 50' PLAT APPROVAL Lansing Standard Residential 50, Bangor Minor Residential 45' Frankfurt Minor Residential 45' Lincoln Standard Residential 50, All requirements of the Little Rock Subdivision Pierre Minor Residential 45' Rules and Regulations relative to the preparation Albany Standard Residential 50, and submittal of a preliminary plat having been St Paul Standard Residential 50 fulfilled, approval of this plat is hereby granted, Rose garden Standard Residential , subject to further provisions of said rules and x Minor Residential 45 45'' regulations. This certificate shall expire Dover Dover Standard Residential 50' Sacramento Standard Residential 50' Date Baton Rouge Standard Residential 50, Signed, Denver Standard Residential 50, Great Lakes Minor Residential 45' Date of Execution Name, Rapldes Minor Residential 45' L.R. Plan ningCommssion Evangline Minor Residential 45' Vermilion Minor Residential 45' Avoylles Minor Residential 45' Ladybird Minor Residential 46 LITTLE ROCK PLANNING Hillary Minor Residential 45' COMMISS N A TOVED BY: DATE: Sidewalk Sidewalk Requirements Width Location Both Sides 5' North & South One Side 4' South One Side 5' West One Side 4' East One Side 4' West N/A WA N/A N/A NIA N/A One Side 4' South NIA NIA NIA One Side 4' West One Side 4' South One Side 4' South NIA N/A NIA One Side 4' West One Side 4' East One Side 4' North One Side 4' South N/A WA N/A WA N/A N/A NIA WA N/A N/A NIA NIA N/A NIA N/A NIA NIA NIA N/A N/A N/A IT iLS i Legal Description 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: u L ';- Beginning at the NW corner of the NW 1/4, NW 114, Section 7, T-1-N, R-13-W; thence S 870 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 comer 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 6 49000'00" 1300.06 feet to a found 1" pipe and the NW comer of the SE 1/4, NW 1/4, Section 7, 7 18000,001, T-1-N, R-13-W; thence S 880 36' 38" E along the North line of said SE 114, NW 1/4 � 34°00'02" a distance of 1312.67 feet to a found 1" pipe and the NE comer of said SE 114, NW 1/4; la % thence S 010 45' 12" W along the East line of the NE 1/4, SW 1/4, Section 7, T-1-N, O 22*30-01" R-13-W a distance of 2619.46 feet to a found concrete monument and the SE comer 13 34003'05" of the said NE 1/4, SW 34; thence N 880 50' 38" W along the South line of said NE 1/4, a distance of 1318.29 leet to a found concrete monument and the SE corner of the NW 1/4, 14 86°06'20" 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 feel 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 r .--- feet to a set #4 rebar; thence N 880 52' 27" W for a distance of 169.30 feet g to a found rebar; thence S 01 ° 00' 58" W for a distance of 209.63 feet to a IRs i found rebar on the South line of the said NW 1/4, SW 114; thence /j'/p N 88°53' 16" W along the South line of said NW 1/4, SW 1/4 fora distance S1 :i' 4' �F�� of 250.33 feet to a found concrete monument and the SW comer of said - r , 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 ofiai�9t 3958.96 feet to the NW corner of the NW1/4, NW 1/4, Section 7, T-1-N, R-13-W �\ No.44 2 and the Point of Beginning, containing 190.624 acres, more or less, subject toh./<<�4 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. i 24" SS S (By Others) \ \ 100 0 100 200 RAC D \ - j� scale feet ARAOZ General Notes . \1'r Ground contours (2' intervals) are interpreted from aerial survey. Elevation Source: PAGIS, M.S.L. _ 2.IAll lots having curved boundary lines ara measured using chord —�,\ 'distances. 3JFront building set -backs shall be as fo ows: 25' for residential and minor residential; 30' for collector street; and 35' for minor arterial. � \ 4.A 10 foot "no vehicle access" easement will be final platted along double -fronted lots along West Ka. is Read (minor arterial) as follows: \ / --\\� \\VV✓� \ `� Lot Nos. 248, 215, 214, 213, 193, 194, 193, 175, 161, 162, and 163. 5. A 10 foot "no vehicle access "easement will be final platted along double -fronted lots along Rushmore Drive (standard collector) as follows: Lot Nos, 18, 19, 39, 40, 86, 83, 82, 81, BO, 77, 76, 76, 71, 69, 66, 65, 91, 40, 108, 109, 110, 111, 112, 113, and 114. 8. ehicle access for single-fromte9 lots along Rushmore Drive will be permirued only as follows: Lot Nos. 67 and 88. 7. Storm drainage piping is shown hereon graphically in approximate locations. Piping, inlet, and ju.1cfion box locations are subject to change based on final design of street grades. Where drainage easements are \ / \ shrn n-ditc it -construction will include low -flow concrete bottom paving. 1 All piping, inlets, and junction boxes will be contained within public street ROWS 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. e�^�\�\ 9. Minimum curb return and property line radii at arterial and collectors' eat - ?-'.. \ intersections I hail be a minimum of 31 5' All other street curb return radii shall ✓ C 450 C:) \ be, mir, mu I of 25'. All property line radii at street ROW line intersections shall be a rniI oT zu . 10. Tract F as depicted hereon will to conveyed to the property owmer of the land east of and adjacent to said Tract r 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 Fhase 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 - -__ _ 1 \ during final design of each development phase and final platted for each phase in accordance with respective utility owner requirement. i LEGEND Street Curve Data SEWERAGE BASIN DIVIDE - _ - EXIST. ATV OR FOOT TRACK R T D L _I 0 - DRAINAGE EASEMENT 438.86' 200.00' 13.0320 375.32' —�'° SEWER EASEMENT 631.38' 100.00, 9.0429 198.35' 327.08' 100.00, 17.3102 194.10' ��18 STORM DRAIN PIPING SCHEMATIC 502.73' 100.00' 11.2349 197.42' TREE/ VEGETATION LINES 1304.77' 400.00' 4.2328 776.26' - BUILDING SETBACK LINE 900.00, 841.94' 6.258 1353.74' ®Iors c�N�'I^!rF .: PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES z� No.102 %; CITY OF LITTLE ROCK ®SE,°"'°' PULASKI COUNTY, ARKANSAS PLATE 2 OF 3 DRAWN BY: B.OEAN 1 VW OWNER OF RECORD: REVISED: hen Bum REVISED: T u0t 34/98T C _ 15104 CANTTRE L ROAD CIVIL DESIGN, C s s - TITLE SOURCE: _46-B»oz BOOKS PG.537LITTLE ROCK, ARKANSAS 72212 D -- -