Loading...
HomeMy WebLinkAboutS-0285-WW Map 2SA9 STORTHZ- PINEWOOD_ LAND"COMPANY, ACCESS BY PATRICK ;C<OONTY - ZONED-�=2 CITY LIMITS LI 1 a /2a � RANCH PROPERTIES, S�440'41 T 85,51' p n' 5 -" z�6 12 U lUU No 77111111111111 \' c-de �A = 100 ft � 30 i , ' I I40.0o I s I I z78 294 `. 1 2�2 295�� \ g j �271 �I _ 40.00' 3Q4 _80 _S /I i 140.00.1 nl 140.00• 303' s 8 l -51128I�g f 8 iJ 297 s • H / 1 i • 69 s ' I s - _ 14o.W 8 ,s i211 I s 140.00• " I 282 j 285�_\I ! l ro ^ I ni i 298 s i 140.00• l , vi h 1; 268 s 140 ,.0 o h J'0 % AI I ` 11 284 \r8 / l ,400b' l 299 24 i1 067 i M / �' nh • J 125.as 1140. Ir 300 19.1 Cis''O FQ�Oo / P Or ;RANCH PROPERTIES, INO'.J Z 26 1 n Ta3' n!3 1 xs• enc srre,�i s� 101.4Y �- 0 '-- 1-10 J± TRACT It " THE RANH /! Plat Bk. D, pg.)266 0 ZONED R— a PAW I / 147100 440oo• ICH PROPERTIES;` INC. ZONED R—ZI L 10 R. I J` R175.W 232 CDN3&46'18' 50°°1 NCH PROP Al 233 237 238 C PRE S PHA I 235 Plat k. F, pg 110 240 S, INC. \ 234 l� u aR en 4 a.►, u s,R R aa4. u 242 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, hereby certify that this plat correctly represents a bound- ary survey made of verified by me that all surveying requirments of the State of Arkansas and City of Little Rock Sub- division Rules and Regulations have been compiled with and a copy of said boundary has been duly filed for record in offices of the State Surveryor and the Pulaski County Circuit Clerk on 19—, in Plat Book _Page Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIGICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have have been compiled with. Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator Little Rock Planning Commission OWNER OR DEVELOPER OCTOBER 4, 1999 Date of Execution Name Ranch Properties, Inc 900 S. Shackleford Rd., Suite 300 Little Rock, Ar 72211 Address Source of Tile D.R. Page Instrument No. Source of Title: 89-62166 CYPRESS POINT III PART OF THE NW1/4 OF SECTION 13 AND PART OF THE NE1/4 OF SECTION 14, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE WESTERMOST CORNER OF LOT 232, CYPRESS POINT, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S59'47'137W, 50.00 FT. TO THE NORTHEAST CORNER OF LOT 4, SAID CYPRESS POINT; THENCE NORTHWESTERLY ALONG THE ARC OF A 175.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N38'46'18"W, 52.09 FT.; THENCE N4719'50"W, 193.52 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 475.00 Fr. RADIUS CURVE TO THE General Notes: LEFT, A CHORD BEARING AND DISTANCE OF N49'40'28"W, 38.85 FT.; 1. Owner & Developer: THENCE S51'12'46"W, 158.41 FT.; THENCE N5606'OeW, 75.23 FT.; \ f Ranch Properties, Inc THENCE N85'08'18"W, 318.29 FT.; THENCE S75'59'13"W, 190.12 FT.; 900 S. Shackleford Rd., Suite 300 THENCE N19.46'32"W, 200.23 FT.; THENCE N0,737'03"W, 186.11 FT. Little Rock, Ar 72211 TO THE SOUTHEAST CORNER OF N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14; \ Source of Title: 89-62166 THENCE N0750'05"E ALONG THE EAST LINE OF SAID N3/4 W1/4 NE1/4 _ 2. Linear feet of Internal Streets: 4950 Lf NE1/4, 873.37 FT.; THENCE S8735'41"E, 152.93 FT.; THENCE �- NORTHEASTERLY ALONG THE ARC OF A 100.00 FT. RADIUS CURVE TO THE �3. \� Average Size of Lot: 115' x 140' RIGHT, A CHORD BEARING AND DISTANCE OF N6,748'07"E, 104.56 FT.; 4. Number of Lots: 49 Lots THENCE S84'40'41"E, 244.61 FT.; THENCE SOUTHEASTERLY ALONG THE 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 FT. RADIUS 7. Source of Wasterwater Disposal: LRWWU FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 175.00 A BEARING AND DISTANCE OF S32.53'24"E, CURVE TO THE RIGHT, CHORD 8. Floodwa : N A Y / 204.30 FT.; THENCE S0749'22"W, 25.00 FT.; THENCE S8T10'38"E, � Municipal Boundaries: Within Corporate City Limits 140.00 FT.; THENCE S0749'22"W, 250.00 FT.; THENCE N8710'38"W, 10. Phasing Plan: Phase I Lots 261-283, 140.00 FT.; THENCE S0749'22"W, 492.31 FT.; THENCE SOUTHWESTERLY / / Phase II Lots 284-299, ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD Phase III Lots 300-309 BEARING AND DISTANCE OF S18'33'5S'W, 122.09 FT.; THENCE 11. All lots to be filled to min. elevation of 264. S3418'25"W, 27.68 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 525.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE All or ales to be min. elev. of 265.0 9 OF S5008'49"E, 51.60 FT.; THENCE S4719'50"E, 193.52 FT.; 13. orm water detention does not apply to this property. THENCE SOUTHEASTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S38'46'18"E, 66.97 FT. TO THE POINT OF BEGINNING, CONTAINING 24.26 ACRES, MORE OR LESS. 251 252 250 CY RESS PHASDINT 253 E II Plat k. F, pg., 4 244 243 M. ,I4 249 248 245 247 246 254 Public Works Notes: 1. Buckland Road is a residential street. 2. Permanent erosion control will be provided to withstand current and wave action will be provided at the fillwater interface in the floodplain. 3. Proposed 90-foot bridge will meet City engineering standards to not impede flow of watercourse. 4. Appropriate handicap ramps will be provided per current ADA standards. 255 \ OF '�YPRESS 25 AN AI�ITLON TO THE CITY O LITTLE ROCK, ARKANSAS 186 185 ! L17TLE ROCK PLANNNG �2A1:M,N��14?1!t TO THE N 1T1 AEPROVED.SUBJECT AS NOTED IN THE PLANNIt %DNMIS&10N MINUT CORD DAT l X !!D 1' 7-24-02 6-24-02 DATE: 131 v�— 5-os-oz 4-24-02 �ry r/� n y�t�v7� n �v7� rr�vr�v�v 7r�T�/v Revised 11-28-99 © VV IALi ll tls�l uit71111Cs tl 9 & a7 2J90 1FA 1(1C Y I V (C- Revised 1 1-27-99 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING. CIRCLE LITTLE ROCK, ARKANSAS 72223 Date 10-4-99 Job No. 99-0546