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Home My WebLink AboutS-1100-A Map 3120.00 4 1/ 72 r 171 1200 r +r ` 0 THEN/ UR OG 70 _ _ • r/•�` •• 123.79 130.00 . $ 189 2 za I I _ 71 30.00 r!i i � l $ � �j — - .. 730.00 .00 .I I s I 77 _ l 8 _ ,r 1 r — � 197 g� � 4 S 100 0 100 200 r�_ scale feel Mail 1 "=100' 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 Signed, Date of Execution Name, L.R. Planning Commission 130M . I 81 9 I �8 I 130. 1.00 I 2 I" g 2 _$— \ �30� 30 13P�D ,I h LEGEND SEWERAGE BASIN DIVIDE EXIST. ATV OR FOOT TRACK DRAINAGE EASEMENT I1P SEWER EASEMENT r fl STORM DRAIN PIPING SCHEMATIC N TREE/ VEGETATION LINES — . — - — BUILDING SETBACK LINE 0 I TRACT F 1.12 AC (OPEN SP, ss W.L. 42, a C ME A LEER �L CENTE' 4SAS, INC bi'loodie Creek wer Main xtension \ By Others) r General Notes 1. Ground contours (2' Intervals) are Interpreted from aerial survey. Elevation Source: PAGIS, M.S.L. 2. All lots having curved boundary lines are measured using chord distances. 3. Front building set -backs, shall be as follows: 2V 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 Kants Road (minor arterial) as follows: Lot Nos. 248, 215, 214, 213. 195. 194, 193, 176, 161, 162, and 163. 5. A 10 foot "no vehicle scoess' easement will be final platted along double -frosted lots along Rushmore Drive (standard collector) as follows: Lot Nos. 18, 19, 39, 40, 86, 83, 82, 81, 80, 77, 76, 75, 71, 69, 66, 65, 91, 90, 108, 109, 110, 111. 112, 113, and 114. 6. Vehicle access for single -fronted lots along Rushmore Drive will be permitted only as follows: Lot Nos. 87 and 88. 7. Stomh drainage piping Is shown hereon graphically In approximate locations. Piping, Inlet, and Junction box locations are subject to change based on final design of street grades. Where drainage easements are shown, ditch construction will Include low -flow concrete bottom paving. 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, 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 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 apace 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. Stomp 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 CATV will be determined during final design of each development phase and final platted for each phase accordance with respective utility owner requirement. R ,I 16 23033'11" 1792.73' / 18 90.00'00" 350.00' 24" SS IROA �R 1 --—— — — — — — I ... -- VICINITY MAP I Scale: 1" = 1500' ,• :,,;.,, Legal Description Part of the NW 1/4 and the N 112 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 comer 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 114, 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 01" 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 NE comer of the SE 1/4, NW 1/4, Section 7, T-1-N, R-13-W; thence S 880 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 comer 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 comer 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 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 feel 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 feel 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 1/4, SW 1/4 for a distance of 250.33 feet to a found concrete monument and the SW comer 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, s distance of 3958.96 feet to the NW comer of the NW1/4, NW 1/4, Section 7 and the Point of Beginning, containing 190.624 acres, more or less, subject to an APRL easement and less and except a R/W for Cooper Orbit as shown on survey by William R. Gipson, dated November 23, 1995. T D L IATE 6�i 379.83 3.1146 748.59 A R 1 Z P 150.00' 5.3682 298.05' h f* r 350.00' 16.3702 549.78' Leo- n E G 151` E R E II EA,GIM1&,€;il s' N0.4418 1i6 ,� ...,....... �l F,r-.t9 .•• � OF AUT •••. 4/A61 L. D,, Fr � y0 ......o� CIVIL N ? cc DESIGid, INC y No. 102 0 Offsite ROW for Brodie Creek Structure & Roadway Improvements GISTER STATE OF ARKANSAS 0.1170 — I s CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I have consulted FEMA Flood Insurance Rate Map, CERTIFICATE OF PRELIMINARY I William P. Gipson here bycar* that this Community Panel No. 050179 0380C dated May 16, ENGINEERING ACCURACY plat correctly represents a boundary survey made thatthehereonpropertydescribedis PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES or verified by me that all surveying requirements of the State of Arkansas and City of Little Rock not in a 100-year flood zone. not inaI00-y I, William L. Dean , hereby Subdivision Rules and Regulations have been CITY OF LITTLE ROCK certify that this plat correctly represents a plat made by me, and that engineering complied with and a copy of said boundary has the requirements ofthe Rock Subdivision been duly filed for record in the offices of State Surveyor and the Pulaski Coun Circuit �, County w •�` - PULASKI COUNTY, ARKANSAS Rules and Regulations have been complied nsh Clerk on I - a t - , 1990 ,in William R. Gipson with Signed, Plat Book Page 5'6-1 Registered Land Surveyor PLATE 1 OF 3 Certification No. 1170 Nsv.4,l�i'l I` th-4-g-t wr� I�174r-� Date of Execution Name, Registered Date of Execution Name DRAWN BY: B.DEAN CIVIL DESIGN, INC. Engineer Registered Professional RREVSED:5.29-9a a 15104 CANTRELL ROAD No. 4418, Arkansas Land Surveyor No. 1170 OWNER OF RECORD: John Burnes Tent" LITTLE ROCK, ARKANSAS 72212 D Arkansas TITLE SOURCE: 46-8702 BOOK E PG. 537