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HomeMy WebLinkAboutS-0285-III Map 3CONSTRUCT 1/2 COLLECTOR STREET SA M STORTHZ C, _ 9"a _ LAND COMPANY, LLC ACCESS BY PATRICK .COUNTY ROAD CONSTRUCT 5' WALK ZONED R-2 -- - - CYPRESS POINT WEST 88.22' 75.00' 72.48' - - - - - - _ ZONED R-Z- - z7.52' _ _ _ 75 oa _ 75.00' - 75-00' S87 35 41E ..661.5-275.075.18' 00 75.00 -- _ 75,00'- n - I � 75 o 344 .00 7s-oo•- 75-oo; b b3 a7s. w 4\y346 7somox 77:00'^.34�� 348 349 ,00.00' wire fe ce350 351 353 384.21' So.63'54 355 _ _- N ry __-_-._-- O p 25.33' _ 47.72' 1 - --- - _ - v358 359 o 360 a _ 356.. g �1 9' 2 N 357 5 2 75:22'-- _ 25" BU1LD1 G, SETBACK - -- - -_ -- - 3 M o $l - - g, ---- - --- --- 62 363 - 34.28' v r, 3 - 35.11' 39.94' 75.07'; 75.07' 75.07' 75.flT ' 75:07T- 75.07' 24.23' 27.70' 23.09' i 3 0o O 0 Lr) _ _75.00' _ 75.0 a 64 a W 1 _ _ 0' 2.15' 73.85' �� rn m Zo 90.32' _ {� 25 34 49.70' 5-8 BUCKLAND ROAD 75.22' /3a2 \ vi 75.2 821g'p g 9.6q, N c�o{z 75.22' N,5.85' 37.06' 38.09'37.33, 37,71' 7507' 75.07' 75.07' 75,07' 75.07' 75.07' 26.46' 25.49' 23.09• 75-0o -- 77.16 26.9V 16.4P \ i 25' BUILDING SETBACK __ _ _..-_.�.__ __- - - _ s 343340 w 342' 341 o a cli s�'" { '{ { { ;° - .4' 3 4 330338 37 333 329 16 335 N 328 _ 327 EN1c� E55 CS I 5' ADDITIONA ROW DEDICAT ON ' 6 { 91.80' { 75.00 75.00' 7s.00' 75.00* 75.00' 7s.00' 7s.00' 7s.00 ZONED R-2 8gs4 a4-s' - o� { e - - - -- - N8T32'42"W 1011'20' 75oo �s.00' 7s oa ti99 m` ' 312 �s o0 , 0�• o326439a' 3 1 1 " ad CONCRETE WALK/ - ?. 1. 943j, a 25' ILDIN a o� G `�PG�FCis/y ;rogBACK °95 �^ / 325 e 67.21' 48 o`er p �� / ° 01 BRIDGE ' { { ST ZONED MF AR 8 ENTS . 5 R { { A I { o R .�°y 0PG 324- 15.5'R" I 313 N w { - N36 °35'14" W /��G I o g N { 60.00'23 R542.96 3 '/ CAS d v_ acREs 5 55' 15" � � ��0 ti6o� _ .o / 78.14 5.1 - -- ' CDN 0° / { { w f ," ' LC43.31 ' 3 �0 ��G°o 'k 1215 7 / 0 / 314 6 { { 60 - 0 60 60 N ' / 14 15-99.21.41' Rj0 �, 315 l 5 { / 1 3 _ _ rn : l _ J 32 / a o Scal 60 ft 316 30' -� a 1 `. TYPICAL IMPROVED DITCH SECTION 317 v / 318 COMPACTED FILL // v 40' - 50' -- 40' 50' , ' ��� 320 EXISTING GROUND�����. -�-- ---- r---- -e_3�- / ZONED R-2 31� 5612�6.2I EX CHANNEL _ - s ,�• UNDISTURBED RANCH PROPERTIES _ �s.. TYPICAL RgVED DZIH SECTION --- ZONED R-2 0 �� �/ / ARKANSAS BAPTIST SCH A ZONED R-2 SCUP) 0 ONE 'o L AD -- - GT A CERTIFICATE_O-F-PRELIMINARY CYPRESS POINT - LOTS 311-363 SURVEYING ACCURACY PART OF THE NE1/4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: Paul M. White, hereby certify that BEGINNING AT THE NORTHWEST CORNER OF TRACT G, THE RANCH, AN this plat correctly represents a t ary survey made of verified by me me that all 1L,'f" General Notes: ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N8732'42"W .••''' p �"•••., Lr CERTIFICATE OF PRELIMINARY PLAT APPROVAL surveying requirments of the State of ='` •••..,•, .l 1. Owner &Developer: 5.00 FT.; THENCE NO2'58'18"E ALONG THE WEST LINE OF THE E1/2, SAID SECTION 14, 339.81 FT. TO THE Arkansas and City of little Rock Sub- ���`,,..•• r` +• ''.°''`' Ranch Properties, Inc SOUTHWEST CORNER OF THE N3/4 NW1/4 NE1/4, SAID SECTION 14; THENCE THIS PROJECT division Rules and Regulations have beerg' .,1<'" "'`'= All requirements of the Little Rock S bd' ' R 900 S. Shockleford Rd., Suite 300 PRELIMINARY PLAT C 1 S8735'41"E ALONG THE SOUTH LINE OF SAID N3/4 NW1/4 NE1/4 AND THE complied with and a copy of said e G -+ , y, u ivision ules and Regulations Little Rock, Ar 72211 SOUTH LINE OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14, 1661.502 ry y _ E relative to the preparation and Source of Title: bounds has been dui filed for record ,� UYPRES' in offices of the State Surve or and submittal of a preliminary plat having J�j FT. TO THE SOUTHEAST CORNER THEREOF, SAID CORNER LYING ON THE WEST °�� Y 2. Linear feet of Internal Streets: 3010 Lf € Q 4ti the Pulaski County Circuit Clerk on `• been fulfilled, approval of this plat PP01 T LINE OF LOT 268, CYPRESS POINT WEST, AN ADDITION TO THE CITY OF d 8 ° '° 20 in Plat Book is hereby granted, subject to further 3. Average Size of Lot: 120 x 75 LITTLE ROCK, ARKANSAS; THENCE S033T03"E ALONG SAID WEST LINE ,Page I provision of said Rules and Regulations 4. Number of Lots: 53 Lots AND ALONG THE WEST LINE OF LOT 267, SAID CYPRESS POINT WEST, 186,11 9 ;;•I„ •''' This certificate shall expire. 5. Applicable existing covenants: None FT. TO THE SOUTHWEST CORNER THEREOF; THENCE S19'46'23"E ALONG THE n„r 5 _ 6. Source of Water Supply: CAW WEST RIGHT-OF-WAY LINE OF BUCKLAND ROAD AND ALONG THE WEST LINE OF 1O Date of Execution Paul M. White, Registered Land 9 7. Source of Wasterwater Disposal: LRWWU LOT 266, SAID CYPRESS POINT WEST, EXTENDED 361.78 Fr. TO A POINT ON Surveyor No. 1281, Arkansas 8. Floodway: N/A �qD THE NORTH LINE OF TRACT S, SAID THE RANCH; THENCE SOUTHWESTERLY Dag Administrator i Pl ti f E Date oExecution Planning ALONG THE NORTH LINE OF SAID TRACT S THE FOLLOWING: (1) ° Little Rock Planning Commission 9. Municipal Boundaries: Within Corporate City Limits S6959'427W, FT.; (3) 3H & & 10. Phasing Plan: Phase I Lots 311-325, Phase 11 Lots 326-364 122.49 S49'37'25"W, 122.49 FT. AND (4) 57622'09"W, 93.53 Fi. TO THE "' N (4) S7 -22' 'W, 93 3 CERTIFICATE OF PRELIMINARY F 11. All lots to be filled to min. elevation of 264. a ENGINEERING ACCURACY LANNING COMMISSlON Lots 311-364 APPLITTLgVEDSUBE ROCK JECTTOTHECOND IONS a n c1 AS NOTED IN THE PLANNING MMISSIR N MINUTE RD DATED OW Trace A BY. DATE: L WESTERNMOST CORNER OF SAID TRACT S; THENCE N35'15'15"W, 201.20 o OWNER OR DEVELOPER 12. All floor grades to be min. elev. of 265.0 AN ADDITION TO THE CITY OF Fr.; THENCE N11'39'52"W, 154.44 FT. TO A POINT ON THE EAST RIGHT- 13. Storm water detention does not apply to this property. I T th E D t h b rt'f Vff OF -WAY LINE OF CHENONCEAU BLVD.; THENCE NORTHEASTERLY ALONG SAID o Imo y a ers, ere y ce l y that this plat correctly represents a EAST RIGHT-OF-WAY LINE BEING THE ARC OF A 542.96 FT. RADIUS CURVE VICINITY MAP plat made by me, and that engineering Date of Execution Name LI TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N50'55'15"E, 43.31 NJS requirements of the Little Rock Public Works Notes: FT.; THENCE N3635'147W, 60.o0 FT. TO THE NORTHEAST CORNER OF Subdivision Rules and Regulations have 1. Buckland Road is a residential street. SAID TRACT G, THE RANCH; THENCE N31'09'12"W ALONG THE NORTH LINE have been complied with. 2. Permanent erosion control will be provided OF TRACT G, 131.40 FT.; THENCE N8732'42"W CONTINUING ALONG SAID Address to withstand current and wave action will be NORTH LINE, 1011.20 FT. TO THE POINT OF BEGINNING, CONTAINING Source of Tile D.R. Page provided at the fillwater interface in the 18.9875 ACRES MORE OR LESS. Date of Execution Timothy E. Daters floodplain. Re istered Professional Instrument No. 89 62166 4. Appropriate handicap ramps will be provided g Engineer No. 5033, Arkansas per current ADA standards. TTLE ROCK, ARKANSAS Tr�-r�r�777�7vrw 77� vr7vrwrp�w f� �o w77 (� g1v7�a 7��w Revised 6-29-04 © Revised 6-18-04 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Date C A t.