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Home My WebLink AboutS-1100-A Map 8IN, 120.00 \! 172 171 120.00 0 A a a " tlraa- ,e• I SONS ' ORTHEN/ YY123.794.31 — �-- 130.00 189� I 139.00— 190 — 1 130.00 o.a9 i 9-I—�� — 198 m I I \ -oo^� 197 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY W ®1, William P. Gipson , hereby any s is _ plat correctly represents a boundary surveyrvey 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 S 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 1131 , 19 96 ,in 100 0 100 200 Plat Book E Page 537 . scale feet 1 =100' Date of Execution Name Arkansas No. 1170 130M I 8I .9 I� n2 � 130.00 � 8 2 i 130.00 13M TRACT F 1.12AC (OPEN SPA W.L.426 30.00 1 I _ 4 ,9 \ I 30. I m 1 \' 1 a.do I. 2 . s �. �3 ,� 2 6 l\ •r�BB M E4I A�EE W,L, 4126,3 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: 25' for residential and minor residential; 30' for collector street; and 36 for minor arterial. 4. A 10 foot "no vehicle access" easement will be final platted along double -fronted lots along West Kanis Road (minor arterial) as follows: Lot Nos. 248, 215, 214, 213, 195, 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, 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. Storm 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 ROW's 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 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. Sanitarysewer easements shown herein are 10 feet in width. Storm drainage easements depicted hereon are generally 10 feet in width except where greater widths am 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 accordance with respective utility owner requirement. 14.5 late 2 and 3 for RIVV and sidewalk schedule. Brodie Creek I` ewer Main ` �Ixtension By Others) E 1\- D kL CENTE 4SAS, INC 1 .y� SECLUdED POINT ..giift3PoR 1 8 t.,� c„r+vN cqE A 9axoo i � o PVT, DRIVE yo T GILBERT DR. £ ECHO PT I IT POINT CIR. VICINITY MAP A Scale: 1" = 1500' Rp I egal Descrip Ltion Part of the NW 1/4 and the N 1/2 of the SW 114, Section 7, Township 1 North, Rang^ 13 West, Pulaski County, Arkansas, more particularly described as follows: 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 Ninth 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 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 NW 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 114; thence S 01' 45' 12" W along the East line of the NE 1/4, SW 114, 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 1/4; thence N 88' 50' 38" W along the South line of said NE 1/4, 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 880 52' 27" W along the South line of said NW 114, 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 114; thence N 88' 52' 27" W along the South line of said NVV 1/4, SW 1/4 a distance of 53.28 feet to a set #4 rebar; thence N 18' 43' 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 114, SW 1/4; thence N 88°53' 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 corner of said NW 114, SW 1/4; thence N 010 43' 37" E along the West line of the NW 1/4, SW 1/4 and the NW 1/4 of said Secticn 7, a distance of 3958.96 feet to the NW corner of the NW1/4, NW 1/4, Section 7, T-1-N, R-13-W and the Point of Beginning, containing 190.624 acres, more or less, subject to an AP&L easement and less and except a RAN for Cooper Orbit Road as shown on survey by William R. Gipson, dated November 23, 1995. L 748.59' LEGEND 298.05'\pQ, - - -_ _ _ _ - SEWERAGE BASiN DIVIDE i1� 90.00'00" 350.00' 350.00' 16.3702 549.78' EXIST. ATV OR FOOT TRACK DRAINAGE EASEMENT 24" SS SEWER EASEMENT STORM DRAIN PIPING SCHEMATIC W? C_ TREE/VEGETATION LINES _ le-srCroak-Istru.tture p �I I -- - - BUILDING SETBACK LINE 7 P n dr a, vf'r `91 1e cj CERTIFICATE OF PRELIMINARY ��/ �� / f �•/�� PLATAPPROVAL G / / CERTIFICATE OF PRELIMINARY CERTIFICATE OF OWNER ENGINEERING ACCURACY I have consulted FEMA Flood Insurance Rate Ma' Community Panel No. 050179 0380C dated May 16, Q—��`` PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES We, the undersigned, owners of the real estate All requirements of the Little Rock Subdivision 1983, and find that the hereon property described is j' STnTr; of ' shown and described herein, do hereby certify Rules and Regulations relative to the preparation not in a 100-year flood zone. Axx;1 NSA I, William L. Dean hereby that we Intend to lay off, plat and subdivide said and submittal of a preliminary plat having been •- I hrI •�' certify that this plat correctly represents CITY OF LITTLE ROCK plat is hereby real estate in accordance with this Preliminary Plat fulfilled, approval of this 's 7� yy�O ' •; a plat made by me, and that engineering P y granted, as approved by the City of Little Rock Planning subject to further provisions of said rules and requirements of the Little Rock Subdivision Comission and Board of Directors. regulations. This certificate shall expire �r- r� P U LAS KI COUNTY A R KAN SAS Rules and Regulations have been complied William R. Gipson �, <!. " with. —_-- _ Registered Land Surveyor �t 1.. Signed, 0 7d /�( Date No. 1170, Arkansas ••� `�.t�/ PLATE 1 OF 3 t2 �: . _ � , Signed, .. .. Dat�of Execuoo Signature Date of Execution Registered Engineer Date of Execution No. 4418 , Arkansas John Bumett, Trustee Name, DRAWN eY: B.DEAN DRAWN: 5-29- RevlsedD:314/9 --- CIVIL DESIGN, INC. Name 8 Title L.R. Plan ningrommission REVISED 5-29-96 REVISED:3l4/98 FC �15104 CANTRELL ROAD OWNER of RECORD: Bohn Burnett. T K E, ® LITTLE ROCK, ARKANSAS 72212 - TITLE SOURCE: 46�702, BOOK E, PG. 537 _ LITTLE ROCK PLANNING COMMISSION APPROVED / I-,,— / BY: �a>,.n'(/L✓'o" c1`- 5u 7 J'p Grrv� �t 71 U✓3� DATE: ,1 -- Fe 15 23-33-11" 1792.73' 379.83' 3.1146 1 16°00'00" 1067.31' 150.00' 5.3682