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Home My WebLink AboutS-1100-A Map 90 120.00 772 m 1 , N W " E S 100 0 100 200 scale feet 1"-100' W O THEN/ 7 T�- t3o.tlo 30.00 190 \ 130.00 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 r� �1 198 197 t30A0 I n I I � ' I130. U 730.00 i- 3= 13pm r 71� r TRACT F 1.12 AC (OPEN SPi SS, W.L. 42( fi 0 Z ME W.L. 426.3 CENTS` l INC Idle Creek wer Main "xtension By Others) 1 General Notes 1. Ground contours (T 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 35' 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. 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. \late2 ents required for telephone, power, gas, and CAN will be determined n of each development phase and final platted for each phase th respective utility owner requirement. 3 for R/W and sidewalk schedule. R 16 23*33'11" 1792.73' 1 16000'00" 1067.31' ® 90.00'00" 350.00' E \\(�� edl �- CERTIFICATE OF PRELIMINARY LEGEND /�j E "•�� SURVEYING ACCURACY /COP Up CERTIFICATE OF PRELIMINARY William P. Gipson / S I, P hereby certify that this �� L ' ENGINEERING ACCURACY � � � h ,� � $,� S � plat correctly represents a boundary survey made - - - - -- - SEWERAGE BASIN DIVIDE or verified by me that all surveying requirements + a L. the Slate of Arkansas and City of Little Rock R E G 1 _ _ = EXIST. ATV OR FOOT TRACK 5 T G R L D \ I William Dean hereby P >t o v E s s ► o n A ; certify that this plat correctly represents Subdivision Rules and Regulations have been - - �re DRAINAGE EASEMENT isN G I N C ER �� Rules and Regulations have been complied a plat made by me, and that engineering complied with and a copy of said boundary has * at it 1 ri requirements of the Little Rock Subdivision been duly filed for record in the offices of the No.4418 Q� 4 State Surveyor and the Pulaski County Circuit Iry �( 0� elf with. Clerk on 1 - 'b 1 , 1991. ,in - - - - - - . - - SEWER EASEMENT ' ` <�q M L•?// Signed, Plat Book E Page c;10 _ STORM DRAIN PIPING SCHEMATIC ' • 14�1 ` • ^' 12 - 'a - 41 _W TREE/ VEGETATION LINES Date of Execution Name, Registered Data of Execution Name Engineer Registered Professional - - - - - - BUILDING SETBACK LINE No. 4418, Arkansas Land Surveyor No. 1170 Arkansas _a T T 379.83' 150.00' 350.00' 24" SS K IS aw I + I.awn u u+nr m 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: 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 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 114, 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 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 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 1/4, 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 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 114. 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 feel 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 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 comer of said NW 1/4, SW 1/4; thence N 01.43' 37" E along the West line of the NW 114, SW 1/4 and the NW 1/4 of said Section 7, a 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 AP&L easement and less and except a R/W for Cooper Orbit as shown on survey by William R. Gipson, dated November 23, 1995. D L 3.1146 748.59' ,. ••�•"'••' •» 5.3682 298.05' �' �GISTER�� 16.3702 549.78' A. i STATE or»1 ARKANSAS N : 1170 O ° 1L LAB Offsite ROW for Brodie Creek Structure -� & Roadway Improvements � I I I \ OF,AU)".0• 1. �� i.� � O \I :+•`�.�� CIVIL 1• 1 I I I I:'-- DESIGt,j, I\C' ll" i I J No.102 ; -- - - 440 II i '••............ I have consulted FEMA Flood Insurance Rate Map, Community Panel No. 050179 0380C dated May 16, ! �f 1983, and find that the hereon property described is PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES not in a 100-year flood zone. CITY OF LITTLE ROCK William R. Gipson - PULASKI COUNTY, ARKAN S PIZ or Registered Land Surveyor y PLATE 1 OF 3 Certification No. 1170 rW. 46DRAW�� DRAWN B-1 -96 REVISE: ! 5-29- Ravlaad:12r31a7 - - -. CIVIL DESIGN, INC. REVISED' 529-l36 D 15104 CANTRELL ROAD OWNER OF RECORD: John Boman. Trusses LITTLE ROCK, ARKANSAS 72212 TITLE SOURCE: 46-9702, BOOK E PG. 537