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Home My WebLink AboutS-1100-A Map 12SO ORTHEN) URDON +GgVLp 8 11�720 .4 1 .3e / 8 120,00 �ND/62/ 1 1.27 / �21dd 2 1\ 120.00 , � 30W— ,c I , . 2 'Ly14 lbt$ c 0 2o.bo d 7 I� 9 �I 1 Z o t 3 Milo D - ,r N CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY 0 O 1, William Gipson , hereby certify that this W plat correctly represents a boundary survey made P 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 100 0 100 200 Clerk on 1/31 , 19 96 ,in Plat Book E Page 537 scale feet 3 Z 8 �!4 l� 1 -100' —\y Date of Execution Name Arkansas No.1170 0 v s 8' 22 i \ 2 � $ I 2212.00 I , 01 _ 8 . ,\p 130.00 r I TRACT F 1.12 AC (OPEN SPt ss W.L. 421 r ME\RAILEA W,L, 42C3 �L CENT) JSAS, INC rodie Creek i wer Main xtension y Others) General Notes 1. Ground contours (2' intervals) ara 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, 66. 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 sho wn herein are 10 fee i t n width. Storm drainage 9 easements depicted hereon n are generally 10 feet In width except where greater wig `:s a � -c;,:.,•.�^ tc �ro•d c`. ,:�t c`.::ry_., : � ditc;� a;;gnma �i. 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 acxoniance with respective utility owner requirement. 14. S late 2 and 3 for R/W and sidewalk schedule. R 15 23033'11" 1792.73' 16 16000'00" 1067.31' 17 90.00'00" 350.00' "HISOAD i m a�. o g LATT on / j oP� 8 a a mt� A 'ROBE \ f PYi, DRIVE GILBERT DR 1 -\ MANOR CIR A ECHO PT. OL-0 " - secI-wEo— a. CIR wo�a. o , Spring Valley Manor I SPRING MEW\ PDWT CIR VICINITY MAP EAke A Scale: 1" _ 1500 J - 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 870 18' 23" E along the North line of said NW 1/4, NW 114 a distance of 1244.38 feet to a point and the NE comer of sa:J NW 1/4, NW 1/4; thence S 010 24' 07" W along the East line of said NV`v 114, NW 1/4 a distance of 1300.06 feet to a found 1" pipe and the NW corner of the SE '114, NW 1/4, Section 7, T-1-N, R-13-W; thence S 880 36' 38" E alcng t e North line of said SE 1/4, NW 1/4 a distance of 1312.67 feet to a found 1" pipe a-d the NE corner of said SE 114, NW 1/4; thence S 010 45' 12" W along the East line of th3 NE 1/4, SW 1/4, Section 7, T-1-N, R-13-W a distance of 2619.46 feet to a found concreto monument and the SE comer of the said NE 1/4, SW 1h..; thence N 880 50' 38" W along the South line of said NE 1,14, a distance of 1318.29 fast to a found concrete n;cnument and the SE corner of the NW 1/4, SW 114; thence N 880 5727 W along the Sou::i 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 8C' 52' 27"'W for a distance of 238.00 feet to a set #4 rebar; thence S 18' •46'27" 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 114, SW 1/4 a distance of 53.28 feet to a set #4 rebar thence N 180 4 8 27" W for a distance of 223.05 feet to a set #4 rebar; thence N 880 52 27W For a distance of 1139.30 feet to a found rebar thence S 01' 00 58 W for a distance of 209.63 Meet to a ,;e N 88'53 16' W along the Soto,...,., ,.., sale ., a 1.14, SW I. ; f,)r a distance of 250.33 feet to a found cone e`te monl. :.ent and the SW corner of said NW 1/4, SW 114; thence N 010 43, 37" E .ing the'Wes: line cr the NW 1/4, SW 114 an,: the NW 1/4 of sad Section 7, a ::;stance of 3958.96 feet to the NA corner of the NW1/4, NW 1/4, Section 7, T-1-N, R-13-W and the Point of Beginning, containing 160.624 acres, more or less, subject 10 an AP&L easement and iess and except a R/W for Coops,, Orbit Road as shown on survey by William R. Gipson, dated November 23, 1995. T D L 379.83' 3.1146 748.59' LEGEND 150.00, 5.3682 298.05' 350.00' 16.3702 549,78' ` - - SEWERAGE BASIN DIVIDE EXIST. ATV OR FOOT TRACK DRAINAGE EASEMENT SEWER EASEMENT ,l 1B STORM DRAIN PIPING SCHEMATIC \ A � � �;• � � / \ \ ��C ,, TREE/ VEGETATION LINES \/ ~^ \� \ o""^az ""p :v / / - BUILDING SETBACK LINE 215- 4 A-�4 0 I r r �� \ 1 A �•� •mow' \ �- PWAI E IDES o CERTIFICATE OF PRELIMINARY P� / CERTIFICATE OF OWNER PLAT APPROVAL ti P y CERTIFICATE OF PRELIMINARY I have consulted FEMA Flood Insurance Rate Map, �,.��C;ISTE •�•'�, ENGINEERING ACCURACY --.—_ -- Community Panel No. o5017so36ocdated May ,6, r' �.•."•'•'••"••...�� , PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES shown the Undersigned, owners doter real estate All requirements of the Little Rock Subdivision 1983, and find that the hereon property described is STAJT' on ''•• her shown and described herein, do hereby certify Rules and Regulations relative to the preparation not in a 100-year flood zone. ARKANSA5 I, William L. Dean �y a • certify that this plat correctly represents that es Intend to lay off, plat and subdividePreliminary said and submittal of a praliminary plat having been t 1 i1' �' CITY OF LITTLE ROCK a plat made by me, and that engineering real estate in accordance with this Preliminary Plat fulfilled, approval of this plat is hereby granted, , • ? O ;N�//��L- j: •� requirements of the Little Rock Subdivision as approved by the City of Little Rock Planning subject to further previsions of said rules and Rules and Regulations have been complied Comission and Board of Directors. regulations. This certificate shall expire y� -��-` =- P U LAS KI COUNTY A R KAN `JAS with. William R. Gipson ,cP.•'' <71tif e �``�-• , Signed, 2 o G� ^� Date No.91170, Arkaered a sa nd Surveyor f(J L�� `/ Y Signed, PLATE 1 O F 3 Dot ofExecutlo Signature -- - -- -- - DateofExecution Registered Engineer --- DRAWN,3Y:B.DEAN i�-- Date of Execution Name, LITTLE ROCK PLANNING DRAWN 4-15-96 Revised: 12/3/s7 No. 4418 ,Arkansas // Ir U•r'✓ REVISED: S-2956 REVISED: 314/� CIVIL DESIGN, INC' John Burnett, Trustee 5u7 � Name & Title L.R. PlanningCom mission COMMISSION APPROVED � �'P� I 15104 CANTRELL ROAD �(,�.�—� OWNER OF RECORD John Bumett. Trustee LITTLE ROCK, ARKANSAS 72212 —— BY: — - - — _ _� 0� ��1 � TITLE SOURC=� 't6-a702. BOOK E PG. 537 DATE: �-- - - - �_ _ a \ \ 24" SS r i Wfr \