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HomeMy WebLinkAboutS-0285-III Map 2tO - CYPRESS POINT WEST -------------- ZONED -- R=;Z -- 362ES wOWm g —75,00' 34—.2.39.9475.0T, 75.0T 757' 75-07' _ 75.0724.270'_23,09'75,0T 2.. 363Z 364 w75.22' 75.002.15 a o� 90:32' 25.39'49.0.8 \ 730? N_M 75.22'15.S5' 82 i8• 59.Sq• ._�. I — 37,06', - 38.09' 37.33' 37. 71' 75'0T 75 07' 75 07' 75 07' 75 0T 75 07' 25 48'' 25 49' 23 09' 75.00 77.16 z sr 8 ?� —._ — — — 25' -BUILDING SETBACK � — ' 343 342341 ' 340 a 339 r 3-38 M --- - } p h I. 10, t2 337 336 335 334 333. 331 330 p 32� �.. 327 aN 332 328 N Lq - L I LO 5' ADDITIONA ROW DEDICAT ON - 91.80' - 75.00' / 75.00' as i I 75.00• ' ,.7s.00• ZONED R-2 '�9a> .. / _-- -- is.00' 7s.00'2" N83`32'--- - 4W 1011'.2D' 75.00' 75.00' 750Q' y' 0ti99 p — / 0�0 312 326 _ -_ .. ' 3• 3832/ � 31 1 BEM ' tP K CONCRETE WALK , - ' �25' ILDIN 0Oi C /G S� PGG�SDbq ; 325 \ ��es' BA K 67.21 STONEBRIDGE APARTMENTS \GJ�p sO \ zUNED MF-18 �F r / / \ w 6 NIS R T `� h /5 �P 324 �. 5 5,R � 313 No CP - N36'35' 14'°W N i I I z3 oo' ' l' i / R542.96' 3 ---- -----V E o �o 1oe 76.14' 5.17CDN50 „ 3�t1 J 'Li so o sa sa 2 ' 68 ,,tip 315 7.1 15. 99'21.4 V 314 -- G / z Scab a 60 ff 3 316 I 0' / / A 7 O: 3gRR /OCV 5n0 ti� TYPICAL IMPROVED DITCH SECTION -- - / I-_ ryy. /�5 0 317 L 31 COMPACTED FILL --- I �' �PQ 320 / 32 EXISTING GROUND ---- 40' - 50' 40' - 50' -� ZONED R-2 319 �2, �559� 1.55'��'N -- — / --- EX, CHANNEL kv 6 216 2� UNDISTURBED i SIG FY - - - !/R ZONED RERTIES - "<5_s _ 2 ARKANSAS BAPTIST SCHOOL E r, / TYPICA UNIMPROVED DfTCH SECT N - �> >� fN 26 5`� _ t J -r'p uNR �6A L ZONED R-2 (CUP) - — - - -- -- -- / - �pc°� l/ - 9 TIN CERTIFICATE -OF PRELIMINARY J CYPRESS POINT - LOTS 311-363 SURVEYING ACCURACY PART OF THE NE1/4 OF SECTION 14, T-2-N, R-14-W, LITTLE ROCK, I, Paul M. White, hereby certify that PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: this plat correctly represents a band— PRELIMINARY PLAT BEGINNING AT THE NORTHWEST CORNER OF TRACT G, THE RANCH, AN ary survey made of verified by me that all ,<'' ��cjT_7,n, < General Notes: ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N8732'42"W surveying re uirments of the State of "�.j CERTIFICATE OF PRELIMINARY PLAT APPROVAL 1. Owner & Developer: �F 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- t Ranch Properties, Inc SOUTHWEST CORNER OF THE N3/4 NW1/4 NE1/4, SAID SECTION 14; THENCE Tr+s division Rules and Regulations have been All requirements of the Little Rock 900 S. Shockleford Rd., Suite 300 58735'41"E ALONG THE SOUTH LINE OF SAID N3/4 NWi/4 NE1/4 AND THE PROJECThave with and a copy of said ; � � ��` -'' -� .v Subdivision Rules and Regulations Little Rock, Ar 72211 YPRESS boundary has been duly filed for record' ,� relative to the preparation and Source of Title: U POINT SOUTH LINE OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14, 1661.502 o submittal of e preliminary plat having FT. TO THE SOUTHEAST CORNER THEREOF, SAID CORNER LYING ON THE WEST °t in offices of the State Surveyor and 2. Linear feet of Internal Streets: 3010 Lf 4 '44 the Pulaski Count Circuit Clerk on been fulfilled, approval of this plat LINE OF LOT 268, CYPRESS POINT WEST, AN ADDITION TO THE CITY OF € ° y r „ is hereby ranted, subject to further 3. Average Size of Lot: 120' x 75' g '� 20_, in Plat Book _Page .,,• ., �, •• •- Y 9 J LITTLE ROCK, ARKANSAS; THENCE S03.37'03"E ALONG SAID WEST LINE y `�-`' provision of said Rules and Regulations 4. Number of Lots: 53 Lots Lots tS 311- 3 6 4 AND ALONG THE WEST LINE OF LOT 267, SAID CYPRESS POINT WEST, 186.11 '" This certificate shall expire. 5. Applicable existing covenants: None LITTLE ROCK PLANNING COMMISSION /,PPR VED,SUBJECTTOTHECONDITIONS FT. TO THE SOUTHWEST CORNER THEREOF; THENCE S19'46'23"E ALONG THE aw ETA 6. Source of Water Supply: CAW AS NOTED IN THE PLANNIN MMIS ON WEST RIGHT-OF-WAY LINE OF BUCKLAND ROAD AND ALONG THE WEST LINE OF � 10 Date of Execution Paul M. White, Registered Land 7. Source of Wasterwoter Disposal: LRWWU and MINUT O ID DATED I LOT 266, SAID CYPRESS POINT WEST, EXTENDED 361.78 FT. TO A POINT ON Surveyor No. 1281, Arkansas 8. Floodwa N/A THE NORTH LINE OF TRACT S, SAID THE RANCH; THENCE SOUTHWESTERLY cu° a`w Date of Execution Planning Administrator y Y' } BY: ALONG THE NORTH LINE OF SAID TRACT S THE FOLLOWING: (1) ` Little Rock Planning Commission 9. Municipal Boundaries: Within Corporate City Limits T1 ac 1 A DATE: >< 0 � 10. Phasing Plan: Phase I Lots 311-325, Phase II Lots 326-364 S6959'42"W, 222.33 FT.; (2) S6755'31"W, 216.27 (3)H `�iQw P�w.,r �� 3 CERTIFICATE OF PRELIMINARY 11. All lots to be filled to min. elevation of 264. S49'37'25"W, 122.49 FT. AND (4) S76'22'09"W, 93.53 FT. TO THE ENGINEERING ACCURACY 12. All floor grades to be min. elev. of 265.0 WESTERNMOST CORNER OF SAID TRACT S; THENCE N35'15'15'W, 201.20 o OWNER OR DEVELOPER AN ADDITION T ® THE CITY 0 F 13. Storm water detention does not apply to this property. FT.; THENCE N11'39'52"W, 154.44 FT. TO A POINT ON THE EAST RIGHT- 0 1, Timothy E. Daters, hereby certify OF -EAST WAY LINE F- AY LINE BLVD.; THENCE NORTHEASTERLY ALONG SAID that this plat me,correctlynrepresents a LITTLE ROCK,, ARKANSAS 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 TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N50-55'15"E, 43.31 N.T.S. requirements of the Little Rock Public Works Notes: FT.; THENCE N3635'14"W, 60.00 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 Revised 6-29-04 OF TRACT G, 131.40 FT.; THENCE N8732'42"W CONTINUING ALONG SAID Address to withstand current and wave action will be ©+� ���v��� �, ���v®�v���vgv ��vo provided at the fillwater interface in the 9 Revised 6-18-04 NORTH LINE, 1011.20 FT. TO THE POINT OF BEGINNING, CONTAINING _ Source of Tile D.R. Page 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING im 18.9875 ACRES MORE OR LESS. Date of Execution Toth E. Daters floodplain.VIIIIIII Registered Professional Instrument No. 89 62100 4. Appropriate handicap ramps will be provided 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Date 6-4-04 Engineer No. 5033, Arkansas per current ADA standards. Job No. 04-444T