Loading...
HomeMy WebLinkAboutS-0285-JJJ Map 1/ E `16 �`SO CERTIFICATE OF PRELIMINARY 11 R r x SURVEYING ACCURACY CERTIFICATE OF PRELIMINARY PLAT APPROVAL c�Icq�O I, Paul M. White, hereby certify that r{ T rrj +1 All requirements of the Little Rock this plat correctly represents a bound- ` Subdivision Rules and Regulations le o s ��J� RACK INC. ary survey made of verified by me that all ; relative to the preparation and surve,J I��4Np RANCH PROPERTIES. Arkansas andulrments of City of Little Rock ttSubf ; ��� 6 / been submittal fullfilled,aappro all preliminary thisplot plathaving division Rules and Regulations have been ` is hereby ranted, subject to further compiled with and a copy of said ' provision of said Rules and Regulations C boundary has been duly filed for record This certificate shall expire. RR' in offices of the State Surveryor and y CD 100 0 100 300 N CD aoy Scale 1" = 100 ft Cu (U .off Pe oo Cco 0 12 & L SEMENT \� R0�� 4) R100.O 2� CDN63'48 07� LC704:56' S84'40'41" R175.00' Q E 244.6,' CDS76'38'26"E LC48.94' the Pulaski County Circuit Clerk on ...... 19_, in Plat Book _Pag Date of Execution Planning Administrator Little Rock Planning Commission Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas C 4 a OWNER OR DEVELOPER i - __X f OCTOBER 4, 1999 A L X 0l -AS Date of Execution Name CERTIGICATE OF PRELIMINARY f► :J: Ranch Properties, Inc ENGINEERING ACCURACY ! H 900 S. Shackleford Rd., Suite 300 I, Timothy E. Daters, hereby certify P R 4) F p S <! ON A 1 Little Rock, Ar 72211 �� that this plat correctly represents a ENG 14 €' kil Address plot made by me, and that engineering �4V NO 50R.7 Source of Tile D.R. Page requirements of the Little Rock ;,0�. Subdivision Rules and Regulation ave by r1p ,s Instrument No. Source of Title: 89-62166 have been compiled with. 270 735'41 E \ f 152r Dater .93' � 85.51• So�3611"� - Nq 26p 0 Date of Execution Timottered Professional 40.13Engineer No. 5033, Arkansas 2 ° 275 r s9 — 5 204 SS cS° g. � p I � � O 7q> ds. CYPRESS POINT III 1,0.00' I m 276 29> R175.0W I S I I? N s>83, CDS3753'24'E 2 I 292 Le2o4.30' F�ooa c'6p PART OF THE NW1/4 OF SECTION 13 AND PART OF THE NE1/4 OF SECTION -(R 14, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY 280 o I 140,00' 140.00• I L6 o0 26°° Qom' \ DESCRIBED AS FOLLOWS: W s cg 274 I �, Ems. • < I 00' PROPOSED PAGIs S BEGINNING AT THE WESTERMOST CORNER OF LOT 232, CYPRESS POINT, AN taa. \� ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE .- N J. I $ o � 307 \ MONU T � FMFNr � �'6p. rn ao.00 I 277 �9� I S59'4T13'W, 50.00 FT. TO THE NORTHEAST CORNER OF LOT 4, SAID 290 1 8 8 !/ So 'zrw 20.00 \ CYPRESS POINT; THENCE NORTHWESTERLY ALONG THE ARC OF A 175.00 FT. d 1 140.00' ••// ss71o3a?E RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF �I 8 I 140.00 Ns N38'46'18"W, 52.09 FT.; THENCE N4T19'50'W, 193.52 FT-; THENCE u000 I �' I 2b93 I t40.00' \ o NORTHWESTERLY ALONG THE ARC OF A 475.00 FT. RADIUS CURVE TO THE 200 273 I I o I General Notes: LEFT, A CHORD BEARING AND DISTANCE OF N49'40'25'W, 38.85 FT.; o 140.00 3�6 S $ I 1. Owner & Developer: THENCE S51'12'46"W, 158.41 FT.; THENCE N56'06'04"W, 75.23 FT.; vI - I 278 0 289 I o 308 v 8 b Ranch Properties, Inc THENCE N85'08'18"W, 318.29 FT.; THENCE S75'59'13"W, 190.12 FT.; ao.00 8 O 0 900 S. Shackleford Rd., Suite 300 THENCE N19'46'327W, 200.23 FT.; THENCE N03737'03"W, 186.11 FT. I I 8 ��, I ldow M Little Rock, Ar 72211 TO THE SOUTHEAST CORNER OF N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14; I I>n 294 400° Source of Title: 89-62166 THENCE NO2'50'05'E ALONG THE EAST LINE OF SAID N3/4 W1/4 NE1/4 140.00 NEi 8 I a - N 4, 873.37 FT.; THENCE S87'35'41"E, 152.93 FT.; THENCE 2 272 N . Linear feet of Internal Streets: 4950 Lf / a 3. Average Size of Lot: 115' x 140' NORTHEASTERLY ALONG THE ARC OF A 100.00 FT. RADIUS CURVE TO THE 140.00' 6 3�0 811 a C' 2 I A CHORD BEARINGAND N DISTANCE F N63'4 '0 'E, 104.56 FT.; I 8 I 279 18 o I R 309 N 4. Number of Lots: 50 Lots THENCE S&V40'41"E,244.61 FT.; THENCE SOUTHEASTERLY ALONG THE 140.00' _ _ 288 I ��5 00 - I - <'- -:5. Applicable existing covenants: None ARC OF A 175.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND 6. Source of Water Supply: CAW DISTANCE OF S76'38'26"E, 48.94 FT.; THENCE S68'36'11"E, 204.55 I o 295 140.00' 32 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 175.00 FT. RADIUS 300 - 140.00 I / Source of Wasterwater Disposal: LRWWU 24 271 I $ 40'0O ^ QQ o° 140.00• 8. Floodwa N/A CURVET RIGHT, A CHORD BEARING AN DISTANCEOF 2'53 a x x I `' O y' / 204.30 TO THENCETS02'49'22"W, 25.00 Fr.; AND S8710'38'E, SAM STORTHZ I I 9. Municipal Boundaries: Within Corporate City Limits PINEWOOD LAND COMPANY, LLC I $ 8 ao.0o• 304 g o 10. Phasing Plan: Phase I Lots 261-283, 140.00 , THENCE S02 49 22 , 492.31 , THENCE SOUTHWESTER E 1a0 00' 14000 FT.; THENCE S0249'22"W, 250.00 FT.; THENCE N8T10'38'W, FT. "W FT. SOUTHWESTERLY ACCESS BY PATRICK COUNTY ROAD I I 280 287 I a I rn „I I 3�� RANCH PROPERTIES, INC. - Phase II Lots 284-299, ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD - a \ Phase III Lots 300-310 BEARING AND DISTANCE OF S18'33'53 W 122.09 FT.; THENCE ZONED R-2 I I 10 I g 740M' I ZONED R-2' / S34'18'25"W, 27.68 FT.; THENCE SOUTH STERLY ALONG THE ARC OF A 7,o.ao 14000; % 11. All lots to be filled to min. elevation of 264. 29 S 270 I o - 29.6 35 140.00' i" 525.00 FT. RADIUS CURVE TO THE RIG A CHORD BEARING AND DISTANCE o N87'I0'38"W LAKE 13 All floor grades to be min. elev. of 265.0 OF S50'08'49"E, 51.60 FT.; THENCE S4 19'50"E, 193.52 FT.; I 0 13. Storm water detention does not apply to this property. THENCE SOUTHEASTERLY ALONG THE A OF A 225.00 FT. RADIUS CURVE TO 14000• �I o I 28' g I e ao.oa 3�3, I o ^ THE RIGHT, A CHORD BEARING AND DI NCE OF S38'46'18"E, 66.97 FT. 2$0 - 286 I 8 TO THE POINT OF BEGINNING, CONTAINI 24.26 ACRES, MORE OR LESS. I I o , ' 140.00. 1e 140.00' o I i 297 0 0 140.00• 269 1 I 5 II l,o.00 e 251 2528 2 140,00- 285 N 01 Public Works sBucklondRoad is a residential street. rn 0)-1:1 I a o I 14a.aa•I $ % 2. Permanent erosion oolwill be provided S8735.41'Z o 298 0 towiths an current wave action beCITY LIMITS LINE a97r 7ao.00 provided at the fillwater interface in the268I CYPRESS f OINT 253 floodplain. Z P 2IO I I I2 I lao.00 30' I N Q`, 10o YR. FLOOD 250 PHASE II 3. Proposed 90-foot bridge will meet City 0 135,19 283 m 284 m a - EL . 264,00 Plot_Bk. F, p 4 standards to not impede flow 140.00' I j PROP91ED PAGI MONUMENT .. .-' , , g�rr `•..\ �.- - 4. Appropriate hengineering andicap romps wilbe provided _ Z 254 per current ADA standards. 0 J 299 ;, � •\ _ � .� u 267 ;,L ? —�5• 24 I - -T-, \249 rn sE nn w 125.89' 140. o �J 10 1� a 11s.7 S -y 1;14}90911• , ��' e1cU11s1E.B83r<'jr�" ? 5.00 I A R l FLAT i22D'S3" C122.09 237 248 255�238 8 32' OF , 173 b� eJ �W a 266. a e5 N ✓ \ 2 265 o �, Rs2s 00 .. qw 264 263 �; 3s 1 cos500849^E:3 247 r o - 26 61 ,\ % SR�s1so 236 239 �. oo N y2 hO _ _ — J s 256 _. L a� �� Ewa N ya.2z n coo o, 1 fC'/YPRESS .a2• ,,R225.00' POINT ee o Nss o8,8 w �� ti CDS38.46'18'E C P R E S PQI-NT 1 .190. 318.29' - ss �ti 9� - `9.J LC66.9T f N 2,p. �,�{ Oz R475.O0'PHA E- 59• Lots - CDN4 26 W O• 246 `� 6 - os• LC38.85' Q4 0 235 Plat Bk. F,'.pg. 110 1 310 RANCH PROPERTIES, INC. _� A70 PCRES °'°` 240 245 Z NED R-2 _ _ E= 244 2gO _ R175.00' 232 ,/ , PvfsPP „a AN ADDITION TO THE CITY OF cDN3$Lc52.109 242 yo°° NCH PROPERTI S, INC. 241 LITTLE ROCK, ARKANSAS = 186 �,1 `/ I \ — �p$�oo / �`'`N / TRACT „ �„ 1 RANCH PROP RTIES, C. ,` 233 6a gANCg Bt-1.1 pC�i( PLANNING COMMISSION LVD 185 T p vE suBJECTTOTHE CONDITIONS DUNE 2004 26O /�t1v<n / - �,. 2 - 155 Asa NOTED IN THE PLANNIfjC� CIO ISSION 260 �P��� / THE RANCH _ _ f Y MINUTE oaooATEO - t v / 01" / Plat Bk. D, Pg. 265 I , . i ZONED R-2150 o / ` -• / 260 I Z�Q _ " _ _ Revised ©T�T�r�T�7v/1v7w �/y� q,vr�s7��v � �o�ro �/-v77� v77viLv�o 17����/v VV 1CZlLC 1L 1Cs ,DA THEE & s71a ,9(0�L..lLs71 I11C 59 111 V o. Revised 6-29-04 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Date 6-7-04 ��Sob No. 99-0546