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HomeMy WebLinkAboutS-0285-WW Map 3\ \ ; `\ `t' CERTIFICATE OF PRELIMINARY ` `\gi b \ \_ \ \., r— i 4 _�) SURVEYING ACCURACY CERTIFICATE OF PRELIMINARY PLAT APPROVAL All re uirements of the Little Rock I, Paul M. White, hereby certify that Subdivision Rules and Regulations this plat correctly represents a bound- ary survey made of verified by me that all relative to the preparation and \ \� \ ��� c, `\ ANC• submittal of a preliminary plat having surveying requirments of the State of \ I ROPE \lat se herebfille anted r sub'ect this further Arkansas and City of Little Rock Sub- pp p division Rules and Regulations have been Y 9 1 J \ provision of said Rules and Regulations `\ — 1��`ti_,�` \ \ �`` j' s certificate shall ex ire. boundary has been duly filed for record compiled with and a copy of said Thip Vi l 1 t in offices of the State Surveryor and 1, i , \ CYPRESS PONT the Pulaski County Circuit Clerk on 1.�J0 0 100 30�_ J _~ ✓ t / PHASE I & q 19_, in Plot Book _Page J� + `//l� �\\\_\-` ,\�'' , \,�, ``�. _ �\_� / % PROJE� ` Date of Execution Little IRo Rock Planning oCommission ! �O0 ��-� / / '� '`�"\� \��``�` \`' ,�\ Jti.�.1le 1 = 100 ft r�- Dote of Execution Paul M. White Registered Land 1 J j ; y l_ ; �I �� Surve or No. 1281, Arkansas i {', ! n� 2° �, / i % -�` Awo �w A, / �\�, ry OWNER OR DEVELOPER I / , J ! ,/w I i ?sR °o` / o& i ,� If ^eAHss OCTOBER 4, 1999 It 1A p / i "��� to ti f E Da te of Name CERTIGICATE OF PRELIMINARY Ranch Properties, Inc / / �� _ �\ �� , J ex1 ENGINEERING ACCURACY 900 S. Shackleford Rd., Suite 300 J ! �` - Little Rock, Ar 72211 12yt� ��\ \ \ 1, Timothy E. Daters, hereby certify S�MENT i / -- ` \>. �. \ °"""^r 3a that this plat correctly represents a Address ^-}�\` ��� t \ plat made by me, and that engineering Source of Tile D.R. Page P106.ob requirements of the Little Rock Subdivision Rules and Regulations have Instrument No. coN6348 Source of Title: 89-62166 LCI0456 \,� , \. \Iz175.ao� \ \. C\, \\ ` have been compiled with. vutc ur �nca.0 uurr nrnvury �, vuac,� Registered Professional Engineer No. 5033, Arkansas CYPRESS POINT III i'.�-may �^+\ j uo.00 129�1 / /: oX CD93i•5324E 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 ` I (� N ' ;\ 100' s4 l\ ��\ DESCRIBED AS FOLLOWS: 1 I J _ ~.. O i Ji / 11 1 , - �I I,' r� �c, • \ � \\ \�\\= /•. I f \� \ \ -;7t'' II l r/ `,\ BEGINNING AT THE WESTERMOST CORNER OF LOT 232, CYPRESS POINT, AN `� f �\ / � ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE _ / � - --% ' 8 \. I I I 1 30' \ P;PosED PAc,ISIwoNu F �\ (ll;� >� S59"47'13"W, 50.00 FT. TO THE NORTHEAST CORNER OF LOT 4, SAID 140.00j�' 2�" �`�90\ I ;� �022"w 2sop \, \ \.\ CYPRESS POINT, THENCE NORTHWESTERLY ALONG THE ARC OF A 175.00 FT. -29U 8 \ ` \ RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF —/�! % •� \ \, ` N $8T 10'38`lE N38'46'18"W, 52.09 FT.; THENCE N4719'50"W, 193.52 FT.; THENCE / / �, J 8 ,�1o.ap' ' �, 1 I �140.00' ', / cp \��� \� \�\NORTHWESTERLY H AR F A 47 RADIUST THE \,_ General Notes: LEFT,A CHORD BEARINGANDDISTANCE OF N49' O'28"W, 38.85 VFT. i ` c �.'� ` \\I 1. Owner & Developer: THENCE S51'12 46 W, 158.41 FT.; THENCE N56'06'04 W, 75.23 FT.; fy 140.. 306 0 Ui 30 8 \� `� ��\ \�- ✓ Ranch Properties Inc THENCE N85'08'18"W, 318.29 FT.; THENCE S75'59'13"W, 190.12 FT.; i J I J U I— g 1 2/ 8 i d O { I r / L.'^` ``\\`\\ _�` \\\ r , , " / / ,40.00 I \\� 900 S. Shackleford Rd., Suite 300 THENCE N19 46 32"W, 200.23 FT.; THENCE NO3 37 03 W, 186.11 FT. - 1 j I I I' \ \\\ \\� Little Rock, Ar 72211 TO THE SOUTHEAST CORNER OF N3/4 W1/4 NE1/4 NE1/4, SAID SECTION 14; 24 ,8 00'/ 1�0.00 a / i / `\�� �� ��� Source of Title: 89-62166 THENCE NO2S0'05"E ALONG THE EAST LINE OF SAID N3/4 W1/4 NE1/4 2. Linear feet of Internal Streets: 4950 Lf NE1/4, 873.37 FT.; THENCE S8T35'41"E, 152.93 FT.; THENCE _$ _S i io%/ /i/ `� ���3. Average Size of Lot: 115' x 140' NORTHEASTERLY ALONG THE ARC OF A 100.00 FT. RADIUS CURVE TO THE �2 2 ��; - ,' % / ---- % 1 / t /� RIGHT, A CHORD BEARING AND DISTANCE OF N63-4807"E 104.56 FT.; _� ' / ✓ / _ _ / / / 3n 3 o ` J �_ 4. Number of Lots: 49 Lots THENCE S84'40'41"E, 244.61 FT.; THENCE SOUTHEASTERLY ALONG THE `/' % �� �� ' \`\ ;`= 5. Applicable existingcovenants: None ARC OF A 175.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND 1+boo �i, ��� �j •'� // �oo� �� ���6. Source of Water Supply: CAW DISTANCE OF S76'38'26E, 48.94 FT.; THENCE S68'36'11"E, 204.55 ' � F`' / / / ( 1 �-� FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 175.00 FT. RADIUS N8T1o®W i f 7. Source of Wasterwater Disposal: LRWWU _� CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S32'53'247E, \ 90 g / r ! -;1 \ (� 8. Floodway: N/A 204.30 FT.; THENCE S0249'22"W 25.00 FT.; THENCE S8T10'38"E, _ .= /T ,'as oo 140.00 �y �/I t� municipal Boundaries: Within Corporate CityLimits " ` / ii ,/ - a400° 3Q4 j V / / 10. Phasing Plan: Phase I Lots 261-283, 140.00 FT.; THENCE S0749'22"W, 492.31 FT.; THENCE SOUTHWESTER PINEWOOD_ LAND COMPANY g �, \\\, f Phase II Lots 284-299, ALONGTHEARC OF A 425.00 FT. RADIUS CURVE TOTHERIGHT,BA CHORD i �. -280 - 7% a \ / CH PROPERTIES; INC. HORD ACCESS BY PATRICK-CUTJNTY ROAD- a - "_- I ft / Phase III Lots 300-309 BEARING AND DISTANCE OF S18'33'53'W, 122.09 FT.; THENCE -� ` 140.00 I t ZONED R-2i / S34'18'25"W 27.68 FT. THENCE SOUTHEASTERLY ALONG THE ARC OF A ZONED.- R-2 / 11. All lots to be filled to min. elevation of 264. - % 140.00• j �}I 6 \ i \ I ®r ! / 525.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE 14oua• , .All or grades to be min. elev. of 265.0 " , g OF S50'08 49 E, 51.60 FT.; THENCE S4719 50"E, 193.52 FT.; 2 _h le f 1�� - S , g O ^lorm water detention does not apply to this property. THENCE SOUTHEASTERLY ALONG THE ARC OF A 225.00 FT. RADIUS CURVE TO t303 s n�, ; /p�`Fyt'rV` THE RIGHT, A CHORD BEARING AND DISTANCE OF S38-46'18"E, 66.97 FT. 9R1 oadR I I _ I o`v1 I 1 1 /// �i T ' TO THE POINT OF BEGINNING, CONTAINING 24.26 ACRES, MORE OR LESS. if / Public Works Notes: / 8$ I p I - I / 1. Buckland Road is a residential street. 140 .00' _$ 2 '� 285 g N I N I - - o, � 2. Permanent erosion control will be provided _ 140-0g zv / 1 /� to withstand current and wave action will be / $ p $ / ( provided at the fillwater interface in the ,99735'4Y r j i 140.00' �'-� I - tin I 298 .. I. \, \� f I CITY LIMITS LINE.,- 48.�1 J I �\ \� I i 250 CY RESS OINT 253 floodplain. 268 ; c \ , I ` i(' - ! 3. Proposed 90-foot bridge will meet City 140.00' 11$ I i �, b; ` 100 YR. FLOOD PHASE 11 m I I 4 ofwatercourse.standards to not impede flow o19' - r i 1' {I, E 264.00� Plat k. F, pg. 283 4. Appropriate handicap ramps will be provided 14o.ob' /dRqPAM MD uMENT �/ \ (� AIL 254 per current ADA standards. ii Am will «aa PRESSPOINT Lots 261-309 ADDITION I JTTLE ROCK, ARKANSAS LITTLE ROCK PLANNING COMMISSIO N NCH PROP TIE C. 233 PP VED OIONSTRACT IT PLANNIMISSION -24-02ASNp IN THE 7 THE RW;H MINUTEXCORDDATEO 6-24-02 260-- / AGE Plat Bk. D. P9.1 265� 0 /i / \ �/ � \ i - �' / 1J If BY: 5-08-02 ZONED R/�2 4-24-02 DATE' Z Revised 11-28-99 ' _.i�0 f / _• !/ ✓ / / //' // / '--"� '\ ./ �• ' �'\ � t��—'\L wO®vy ?syy Revised©VL=-LflsEw W1�O 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