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Home My WebLink AboutZ-6120 Map 6100 0 100 200 scale _. feet 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. 1 Date of Execution Name, L R Planning Commission 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. Date of Execution Name. Registered Engineer No 4418 Arkansas 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 to the offices of the State Surveyor and the Pulaski County Circuit Clerk on _ 19__.in { Plat Book _!_ Page _ Date of Execution Name Registered Professional Land Surveyor No 1170 Arkansas 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. William R. Gipson Registered Land Surveyor Cettification No. 1170 LEGEND t STATE Of % • i • Ale KANSAS 1170 ~•• V y "• 17 LAW - - - - SEWERAGE BASIN DIVIDE EXIST. ATV OR FOOT TRACK SEWER, DRAINAGE OR UTILITY EASEMENTS -11--=—{}-1 STORM DRAIN PIPING SCHEMATIC -- TREE/ VEGETATION LINES BUILDING SETBACK LINE WORTHEN in I WILLIAMSON/ WORTHEN/ GURDON r----�$ ------ r sal°18'23"E12 38' METRAILER r I 1 Ird SEWERAS Iw___._In SEWER F30 AS _____. _1 r_____ i ' 1 I '4 1 1 I 7tY SEWER FASB. � --J -_J ♦� , __. ._—_-_-__.--._ Jlt'w� 161 162 163 r464 I- I,. I 165I16625'aOLDLaE i i POPEN SPACE 24�^— - _. _ I I ' 1 1 167 1751 'it Cl ' bQ,5'B20 BULd 'TIE_ 18476 -_..----r- a, or St. , � ,. ,68 , `� WL4R3 \ J— �vf- r 41 I I I I ,OOQY 1107 , f•� N'T' �� ' 125'BUIlO LINE 169 ) .\ r I 2552 O r I 251 r ¢t J I 1 \ / 250 g S 16- U 249 3i I o �ao<7 pt ------'-- - W 248 - v� -_ -09'66--I r --u Cxf--1 r- -- --- ---- \ V \ n0 I I I v I -i I-_--' L4$50' y r--- T56 I 0 at LLI _ 242 1 I 243 j 244 i- 245w1 J 2 - I l 1 1 '' ,0� 246 1 247 - 1 - � I-_'56 ---- _ � —_41' I I ,75. 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J 225 r- - -- g i m m I 184 f I181 199 d I m 1 240 ,R' I \ 221 I..+.1204 -� ' -- ---� 4 ----,, 5-- - ------- a. 1795 — I I I 1 , 200 1, n, 4 l L I •2 , - - - . ` 222 I 203 a 184 z41 r I -�.. ` o- r - 7tj 223_ 1 �- ,i 7--. .35 &Ia.D LNVE�Q `` �� , I .''' 99• t 0 / --- --- -?Tr" I t\ �\i i 201 i r ff� ` � / 202 1 ` ; ' 930 U Z Q Z Q O LU Z LUU Q LIJ LL! X Q ,� GENERALNOTES 1 Ground contours (2' Intervals) are Interpreted from aenal 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 25for residen- tial and ,rgrar residential. 39 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 Cooper Orbit Road as follows Lot Nos 20, 21. 29.28, 27, 30, 2, and Lots 37 through 40 and along such lots on the minor arterial as follows Lot Nos 133, 201, 202 203, 222, 223, 234, 241, and 149 5 Vehicle access for single-fronled Ids along Cooper Orb# Road will be permitted only as follows Lot Nos 1 34 and 35 6 Storm drainage piping Is shown hereon graphically in approximate locations All storm drainage piping. Inlet boxes, and ditching will be contained within public street ROWS andtor exclusive drainage easements 7 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 8 Minimum curb return and property line radii at arterial and collector street intersection shall be minimum 315 All other street curb return radii shall be a minimum o(75' A l prgr erty line radii at street ROW line intersections shall be a min- imum of 25' Street Classification Kanis Road West Minor Arterial Hartford Residential Denver "" Frankfort Cul-de-sac Bangor L Lansing Residential St. Paul 748.59 Sacremento 1067.31' 150 00' Pierre " Baton Rouge 350.00' 35000, Tallahassee 549.78 Albany Cul-de-sac Rose Garden Residential Lincoln I'll Phoenix Cul-de-sac yuglss kAI{e Ilk �y PLATTED PROPERTY r-7�- - ' — Y Op q 11 {,o - ia � IP 1`e\ i Spn11p Valley �r ---- - wE w i Marcor sPnINc POill .;u \ n"4 F I I VICINITY MAP Scale: 1" = 1500' Legal Description Part of the NW 114 and the N 1/2 of the SW 114. Section 7, Township 1 North, Range 13 West.. Pulaski County, Arkansas, more particularly described as follows: Beginning at the NW corner of the NW 114, 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 Requirements a distance of 1244.38 feet to a point and the NE corner of said NW 1/4, NW 114; Both Sides thence S 01° 24'07" W along the East line of said NW 1/4, NW 1/4 a distance of One Side 1300.06 feet to a found 1" pipe and the NE corner of the SE 1/4, NW 114, Section 7, .1„ T -1-N, R -13-W: thence S 88° 36'38" E along the North line of said SE 114, NW 114 N/A a distance of 1312.67 feet to a found 1" pipe and the NE comer of said SE 114, NW 1/4. "1 thence S 010 45' 12" W along the East line of the NE 1/4, SW 1/4, Section 7, T-14 One Side R -134V a distance of 2619 46 feet to a found concrete monument and the SW comer au of the said NE 1/4, SW 114': thence N 880 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 114, 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 N/A 238.00 feet to a set #4 rebar: thence S 180 48' 27" E for a distance of 106 37 One Side feet to a set #4 rebar on the South line of said NW 114, SW 114; thence 111. N 88` 52' 27" W along the South line of said NW 1/4, SW 114 a distance of N/A 5328 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 114, SW 114, thence N 8853' 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, a distance of 3958.96 feet to the NW corner of the NW114, NW 114, Section 7 and the Point of Beginning, containing 190624 acres, more or less, subject to an APBL easement and less and except a R/W for Cooper Orbit as shown on survey by William R. Gipson, dated November 23, 1995. r� TRIPLE 6X 5' RCBc RENEWAL CENTER OF ARKA[SAS, INC. OFFSITE ROW O PARTICIPATION; S 88° 36 38• E 13,67' / a \ BY CLR, DPW • r .c, , l / 24 -- -. ---—_ ----- --_-- _--- 50' BUFFER / LIMIT OF COUNTY STUDY CPN -- --- --- 530 '/2 ' y ` +2.8% \� 24" 5jfo - � _� j -vv, Y , 24" 1 �v 111 A 1 t 050179 0380C 16 r soo / S.F. (RESERVED) 11 AC. / 440 I L 490 I I ; f 1Q. DRAM EASE 37 I - I 10 TCH LINE A -A •.•.•�� OF AVI% CIVIL i DESIGN, INC y No.1C2 :0 •i PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES CITY OF LITTLE ROCK PULASKI COUNTY, ARKANSAS PLATE 1 OF 3 C D DRAWN BY B. DEAN DRAWN 4-15-96 REVISED: 5-29-96 OWNER OF RECORD. John Burnett. Trustee TITLE SOURCE. 46-8702, BOOK E, PG. 537 CIVIL DESIGN, INC. { 15104 CAN-11U'l.l. R()AJ) I.I l'TI,Ii R(X7K, ARKANSAS 72212 i I CURVE DATA R T D L 2 23°-33-1�' 1792.73' 379 83' 3.1146 748.59 17 16° -00' -Or 1067.31' 150 00' 53682 298.05 I-& 900-00'-CI1" 350.00' 35000, 16.3702 549.78 e TCH LINE A -A •.•.•�� OF AVI% CIVIL i DESIGN, INC y No.1C2 :0 •i PRELIMINARY PLAT FOR CAPITOL LAKES ESTATES CITY OF LITTLE ROCK PULASKI COUNTY, ARKANSAS PLATE 1 OF 3 C D DRAWN BY B. DEAN DRAWN 4-15-96 REVISED: 5-29-96 OWNER OF RECORD. John Burnett. Trustee TITLE SOURCE. 46-8702, BOOK E, PG. 537 CIVIL DESIGN, INC. { 15104 CAN-11U'l.l. R()AJ) I.I l'TI,Ii R(X7K, ARKANSAS 72212 i I