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I STON"EBRIDGE _APARTMENTS �p y /� \GJ�� / w sp I I '7nArFn AdP-IR - 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 PRELIMINARY PLAT PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: this plat correctly represents a bound- ... I..••••• BEGINNING AT THE NORTHWEST CORNER OF TRACT G, THE RANCH, AN ary survey made of verified by me that all ..'' ��ST h�"'•.` GeneralNotes: tesDevelo ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N8732142"W surveying requirments of the State of {L °•••.� CERTIFICATE OF PRELIMINARY PLAT APPROVAL Developer: P 5.00 FT.; THENCE NO2'58'18"E ALONG THE WEST LINE OF THE Et/2, SAID SECTION 14, 339.81 FT. TO THE SOUTHWEST CORNER OF THE N3/4 NW1/4 NE1/4 SAID SECTION 14• THENCE THIS ;' Arkansas and City of Little Rock Sub- division Rules and Regulations have beert ,..••• .` "` = 1' `''''"'' All requirements of the Little Rock Ranch Properties, Inc OF 900 S. Shockleford Rd., Suite 300 PRWECT t-<o. "�.`6 ; ,,, Subdivision Rules and Regulations Little Rock, Ar 72211 "YPRESS S8T35'41"E ALONG THE SOUTH LINE OF SAID N3/4 NW1/4 NE1/4 AND THE complied with and a copy of said ` C_ relative to the preparation and boundary has been duly filed for record e p P Source of Title: POINT SOUTH LINE OF THE N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14, 1661.502 so in offices of the State Surveyor and 4.'; submittal of a preliminary plat having 2. Linear feet of Internal Streets: 3010 Lf FT TO THE SOUTHEAST CORNER THEREOF SAID CORNER LYING ON THE WEST c+ ,, '.. `' : been fulfilled approval of this plat 4 fro LINE OF LOT 268, CYPRESS POINT WEST, AN ADDITION TO THE CITY OF m qo the Pulaski County Circuit Clerk on 20_, in Plat Book ` is hereby granted, subject to further 3. Average Size of Lot: 120' x 75' LITTLE ROCK, ARKANSAS; THENCE S03'3T03"E ALONG SAID WEST LINE x � Y Q _Page -'�`.•�'' • provision of said Rules and Regulations P 9 This 4. 5. Number of Lots: 53 Lots Applicable None Lots 311 LITTLE ROCK PLANNING COMMISSION -� 364 AND ALONG THE WEST LINE OF LOT 267, SAID CYPRESS POINT WEST, 186.11 a certificate shall expire. existing covenants: Apprp, SUBJECTTO THE CONDITIONS FT. TO THE SOUTHWEST CORNER THEREOF; THENCE S19'46'23"E ALONG THE STATE 5 5 """ 6. Source of Water Supply: CAW AS NOTED IN THE PLANg*,,SION WEST RIGHT-OF-WAY LINE OF BUCKLAND ROAD AND ALONG THE WEST LINE OF } 1O Date of Execution Paul M. White, Registered Land 7. Source of Wasterwater Disposal: LRWWU and MINUTE DATED LOT 266, SAID CYPRESS POINT WEST, EXTENDED 361.78 Fr. TO A POINT ON THE OF TRACT S, SAID THE RANCH; THENCE SOUTHWESTERLY �w Surveyor No. 1281, Arkansas Date of Execution Planning Administrator 8. Floodwo N/A Y t Tract A BY. NORTH LINE cNis�"` Little Rock Planning Commission 9. Municipal Boundaries: Within Corporate City Limits P P Y a e t b ALONG THE NORTH LINE OF SAID TRACT S THE FOLLOWING: (1) x '<H o o 10. Phasing Plan: Phase I Lots 311-325, Phase II Lots 326-364 DATE: S60'59'42"W, 222.33 FT.; (2) S6T55'31"W, 216.27 (3) Y 9� 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 WESTERNMOST CORNER OF SAID TRACT S; THENCE N35'15'15"W, 201.20 c ENGINEERING ACCURACY OWNER OR DEVELOPER 12. 13. All floor grades to be min. elev. of 265.0 Storm detention does AN ADDITION TO THE CITY OF " water not apply to this property. FT.; THENCE N11'39'52"W, 154.44 Fr. TO A POINT ON THE EAST RIGHT- I, Timothy E. Daters, hereby certify WAY LINE CHENONCBLVD.; THENCE NORTHEASTERLY ALONG SAID EAST RIGHT-OF-WAY EAST BEING LINE BEING THE ARC OF A 542.96 FT. RADIUS CURVE viclNlTv MAP that this plat correctly represents a plat made by me, and that engineering Date of Execution Name LITTLE ROCK ARKANSAS S-Z TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N5955'15"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. Revised 6-29-04 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 N8T32'42"W CONTINUING ALONG SAID Address to withstand current and wave action will be 7� vrryR,r� © 1Lii�i�lllCsllClS & Aa�r9®CCZ,1��ICI�s.� �lCCo NORTH LINE, 1011.20 FT. TO THE POINT OF BEGINNING, CONTAINING Source of Tile D.R. Page provided at the fillwater interface in the 0 CIVIL ENGINEERING, LAND PLANNING 9 %DEVELOPMENT, SURVEYING Revised s-ts-Oa 18.9875 ACRES MORE OR LESS. Date of Execution Timothy E. Daters 89 62166 4 floodplain. A • t h d_ Al b ;d d n 24 RAHLING CIRCLE LITTLE ROCK. ARKANSAS 72223 Registered Professional Engineer No. 5033, Arkansas Instrument No. ppropna e an icap ramps wi a prove e per current ADA standards. Job No. 04-444T A