Loading...
HomeMy WebLinkAboutS-0285-JJJ Map 2n �60 S� CERTIFICATE OF PRELIMINARY o R r H -- SURVEYING ACCURACY CERTIFICATE OF PRELIMINARY PLAT APPROVAL cHlOgGO 1, Paul M. White, hereby certify that �'� {„ ` �.� All requirements of the Little Rock C this plat correctly represents a bound- ;' r `. Subdivision Rules and Regulations �JJ��J �OCk IS<A CH PROPERTIES, �N Cry survey made of verified by me that all ;` relative to the l preparation and N1j RAN surveying requirments of the State of been submIfual of lfilled,aaprelovail of plat having Arkansas and City of Little Rock Sub- �.y PP P division Rules and Regulations have been , is hereby granted, subject to further ' Regulations provision of said Rules and Re d with and P 9 F7C boundary has been adulypfiled forof drecord >•:NI This certificate shall expire. in offices of the State Surveryor and o 100 0 100 300 CYPRESS POINT the Pulaski County Circuit Clerk on ���ii� / PHASE I & II " N \ THIS U!//!� ` 19_, in Plat Book_Pag Date of Execution Planning Administrator o PROJECT / Z Little Rock Planning Commission CD '° Scale 1" = 100 ft z(° u F< R � F Date of ecution Paul M. White, Registered Land CD 40° o Q Surveryor No. 1281, Arkansas (u su ° o` OWNER OR DEVELOPER °° ARKANSAS S7AX HWr 10 y ��`SS'Y—•_.L f w„y p� S OCTOBER 4, 1999 �p+R' 60 cE"°0vo CERTIGICATE OF PRELIMINARY ff *.-tt Date of Execution Name Ranch Properties, Inc C S cHEN°H ENGINEERING ACCURACY R E G 1 y T E R E D M 900 S. Shackleford Rd., Suite 300 I, Timothy E. Daters, hereby certify PROFESSIONAL 12 & L SEMEN �C� a"ENAL PARkwAr 5� " E Address Little Rock, Ar 7221 1 RQ that this plat correctly represents a i -A p C� plat made by me, and that engineering a �a41 Source of Tile D.R. Page 2� RtoO.00' /s co 2i No.5033 � 9 � cONs3•as'oTE requirements of the Little Rock � � I 348'6S6' �q�o �� Subdivision Rules and Regulation ave pT�y j�� i01 Instrument No. Source of Title: 89-62166 Rt75.00' have been compiled with. E r� zr S84'gp•4j"E. 244.67' CDS76'38'26"E �� ,f1 VICINITY MAP LC48.94' 1"-2000' el T35'41"E 270 77" & j� Date of Z Execution �Timot y Dater 152.93• { 85.57• 56�36• E >Q � O O �s _ 14°.13• ��o ' tered Professional 2qp 275 ( sy 11amcs¢ ZOgsg, \ O Engineer No. 5033, Arkansas V 1q, ^ .Q9• � 276 g 29� I R775.o0 \ CYPRESS POINT III uo.00 o I I a s�83 C 204.30'--- - PART OF THE NW1/4 OF SECTION 13 AND PART OF THE NE1/4 OF SECTIC I I 292 Lc2oa.3a' F�ap° �60 I e ° (R 14, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY 2g0 $ 140.00• 140.00 I I � � t° 26A�a�. �A \ DESCRIBED AS FOLLOWS: ,�, 274 I N \ �� , & L . ZI = o I o - �� ro Eqs BEGINNING AT THE WESTERMOST CORNER OF LOT 232, CYPRESS POINT, AN 140.00' 307 F� ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N N PROPOSED PAGIS MONUMENT"., Et \ C�j 140.00• I ^ I ,277 I l \ 0 S59'4T13"W, 50.00 FT, TO THE NORTHEAST CORNER OF LOT 4, SAID �90 So�'22"W 20.00, CYPRESS POINT; THENCE NORTHWESTERLY ALONG THE ARC OF A 175.00 Fl 290 ~ o I o \ RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF o I I I 2d93 140.00 s6T1o3a E R, N38'46'18"W, 52.09 FT.; THENCE N47'19'50"W, 193.52 FT.; THENCE 140.00• _ 8 40.00 N _ I 140.00, p o ' NORTHWESTERLY ALONG THE ARC OF A 475.00 FT. RADIUS CURVE TO THE 273 General Notes: LEFT, A 2�0 ~ I N I I $ \ 1. Owner & Developer: THENCE S50RD BEARING",8 41 FT.; THENCE FN5 06'04''W, 5.23 FT.; U o I 278 g o ,ao,00 366 8 I 30$ a o Ranch Properties, Inc THENCE N8508'18"W, 318.29 FT.; THENCE S7559'13"W, 190.12 FT.; I 140,00• I 289 I o. N I' I 900 S. Shackleford Rd., Suite 300 THENCE N19'46'32"W, 200.23 FT.; THENCE NO3'37'03'W, 186.11 FT. ;294 140.00 2�' M Little Rock, Ar 72211 TO THE SOUTHEAST CORNER OF N3/4 W1/4 NE1/4 NE1/4, SAID SECT& a - I 140.00 I N I 14000Source of Title: 89-62166 THENCE NO2'50'05"E ALONG THE EAST LINE OF SAID N3 4 W1/4 NE1/4 NE1 4, 873.37 FT.; THENCE S87'35'41"E, 152.93 FT.; THENCE 272 I N 140'00 I 2. Linear feet of Internal Streets: 4950 Lf R/ Average Size of Lot: 115' x 140' NORTHEASTERLY ALONG THE ARC OF A 100.00 FT. RADIUS CURVE TO THE 8 40.00 8 3�0 I 30t� 0 2 3 RIGHT CHORD BEARING AND DISTANCE OF N6348'07"E, 104.56 FT.; 1 6 279 C' g - p N 4. Number of Lots: 50 Lots 14000• { .I .- ,�E $,, THENCE AS84'40'41"E,R244.61 FT.; THENCE SOUTHEASTERLY ALONG THE 288 r.' 5. Applicable existing covenants: None ARC OF A 175.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AN Source of Water Supply: CAW DISTANCE OF S76738'26"E, 48.94 FT.; THENCE S68'36'11"E, 204.55 45 295 40.00 S2 ; ' FT.' THENCE SOUTHEASTERLY ALONG THE ARC OF A 175.00 FT. RADIUS 300 0 ,ao.00 I / . Source of Wasterwater Disposal: LRWWU 0 27� I o 140� N QQ�o 140.00 - - 6 CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S32'S3'24"E o x I a ' 8. Floodway: N/A 204.30 FT.; THENCE S02'49'22"W, 25.00 FT.; THENCE S87'10'38"E SAM STORTHZ a I 304 o I 9. Municipal Boundaries: Within Corporate City Limits 140.00 FT.; THENCE S02'49'22"W, 250.00 FT.; THENCE N8-710'38"W, PINEWOOD LAND COMPANY, LLC ��' 10. Phasing Plan: Phase I Lots 261-283, I - I 280 S $ I N o 9 140.00 FT.; THENCE S02'49'22"W, 492.31 FT.; THENCE SOUTHWESTERLY ACCESS BY PATRICK COUNTY ROAD 1 287 I o I 6 - I 31 RANCH PROPERTIES; INC. Phase II Lots 284-299, ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD ZONED R-2 �� I ZONED R-2 Phase III Lots 300-310 BEARING AND DISTANCE OF S18'33'53"W, 122.09 FT.; THENCE 740.00• = I 2�6 V 14°-00' S34'18'25"W, 27.68 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A `` u 11. All lots to be filled to min. elevation of 264. 525.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE 270 � o ,40.00• 1ao.00• 2`T o N8710'38 w 12. All floor grades to be min. elev. of 265.0 p '"13. -Storm water detention does not apply to this property. OF S50'08'49"E, 51 60 FT.; THENCE S4T19'50'E, 193 52 FT.; I a LAKE 140.00'I 303 0 THENCE SOUTHEASTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE 140.00' 2 I 28 o I o I THE RIGHT, A CHORD BEARING AND DISTANCE OF S38 46' 18" E, 66 97 FT 2g0 - _286 7 s TO THE POINT OF BEGINNING, CONTAINING 24.26 ACRES, MORE OR LESS. o . 16 I 140 00 q ,ao.00' 297 269 r ,q .M I • o ' li r I � r 251 �� - o a ,� ii 252 8 I 282 0 285 ry I/ ,4°.0o N o a 21 I o N i' i' Z Public Works Notes: 140.00' o rn / :r % 1. Buckland Road is a residential street. 2 $ 298 140.00'IJ 2 58T349.7t' 140.00' -- o / i CITY LIMITS LINE _ - be / \ i Permanent rwithstand erosion control actiwill be on " C pro the fillwater interface in the Q I - / 250 oodplainat N IO I q 21 ao.00 301 18 a 100 YR. FLOOD - i % AS NT 3. Proposed 90-foot bridge will meet City YPRESS 0" a EL 264.00 i / PHASE engineering standards to not impede flow 135.19 w 283 284 m I r i i Plat 'Bk. F, P94 of watercourse. d ? 140.00'1 PROPOSED PAGI MONUMENT , ' ✓�. j' 4. Appropriate handicap ramps will be provided Ut 267 N 6q N I 299 J j 254 per current ADA standards. 2 N M _ 0 N �5. 24 249 \ 1n '\ 49 �T rn " � 140. o �., -Al /a DSZg09,53 237 \\� \ ,= REVISED PRELIMINARY PLAT \_r - - 248 G w� 125.58' 4.0512510, 238 \ 255 7� ymell 6D� .321l �111.83' 17' 0 st 0l i 0 `�' 1 a `i RS y. \ w� 266 _ 26`'265 „ _ 264 1 , ry 25.00 247 - - 4� g 0i n 263 26 h \ 1 �I LC5'1.60849"E �� - 236 ' `I ° �� 69 SA 9�— - o 00 9esT 110.00• �652 1 0 ��� - — -1/2 n Ana ass. e - ''- 256 v 239 - 4 QiE �5 0° Nv 0,.42 �. 7 h a R22500 �— 1 P RE S POTNT r W. N85.08" W 318.29' 1 '"�. ti IF g C PRE S PQI-NT-- •1 CDS38'46'18'E 1!r S .? : LC66.97' _ 263 5j559 3• 2 R475.00' 9,' s 246 2 j s0°� 55 p DN4 2S W sO� es PHA _ I WGRES o _ Lots 2 61 310 RANCH PROPERTIES, INC. �4 Lc36.a5 . 235 Plat 3k. F,.pg. 110 4�0 � 240 — �� ' 245 Z ED R-2 _ _ p I' � - ' ,lam L6°244 r 243 AN ADDITION TO THE CITY O .... R175.00' 232 '` \ � not sa r, N. no '-� I _ .� CDN38.46'18"W p0 242 1 -f / LC52.09' ; -: yo" NCH PROPERTIES, INC. 241 oo ;- ROCK, ARKANSAS . � 186 RANCH PROP RTIES, 185 1TTLE ROOK PLANNING COMMISSION BLED �1 233 —-z6aNCx L JUNK 7, 2004 TRACT S \ - ppR0�E9 S1i@3ECTTOTHECONDITIONS �. _ - 155 ' E _2 5— MMISSI N 260 Poi 1f / THE RANCH At, NOTED IN THE PLANNIN / o / Plat Bk. D, P9. 265 I MINUTE RD DATED / ZONED R-2 / 15t 150 E: nq I \ ` DA D T e60 - I \\ \ . - - - •10 -- . Tr�-r�r�1�w�7s7�v T75� �1 r�ry�v1��ro n war w1T v11v7�cw Revised VV1(ZI111111b-J1 A L1 ZRlay (a Aal/tiY®�i.fA TIES, Revised •— © 1LLV �a CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING evse 6-29-04 \ ! 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Date \ r 6-7-04 Job No. 99-0546