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HomeMy WebLinkAboutS-0285-VV Map 1PLAT BK.. L', Pc 450 ss8'37' i 3" E le 100-YEAR FLOOD ELEVATION 100 0 100 300 AR SAS STATE HWY. # 10 CH 0R, ffl� 381.10' AS DETERMINED BY FIRM - - - PANEL #0501810037 25' BLDG SETBACK 3 DATED 10/19/2001 Scale 1 " = 100 f t N88'24'52' E / R348.31' CHENAI PgR,AY �� i - .CDN81'58'24'E -. -� LC113.90' R924.93' N o R288.31' �DS0837'50"W to N i CDN80'45'O1°E -" HALF STREET IMPROVEMENT Lc82. t r - " LC78.1 1' I N WILL BE MADE TO PATRICK - 270 COUNTRY ROAD WITH THE I _ CERTIFICATE OF PRELIMINARY FIRST ADJACENT LOT � SURVEYING ACCURACY DEVELOPMENT. I I o _ 6 I I, Paul M. White, hereby certify that RIGHT OF WAY DEDICATION P y P TRACT-4PROPOSED this lot correct) represents a bound - TRACT !V = ary survey made of verified by me that all & STREET IMPROVEMENTS I PAGIS MONUMENT surveying requirements of the State of # TO BE ,CONSTRUCTED BY It Arkansas and City of Little Rock Sub - DEVELOPER WILL DEDICATE DEVELOPER. division Rules and Regulations have been R.O.W. TO 30 FT FROM complied with and a copy of said TRACT E THE RANCH CENTERLINE. boundary has been duly filed for record I in offices of the State Surve rn o and the Pulaski County Circuit Clerk on PART OF THE E1/2 OF SECTION 14, LYING NORTH OF ARKANSAS STATE HWY.- #10, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY ; J as >' 1 in Plat Book _Page vv ) 9- DESCRIBED AS.47J O� r� BEGINNING AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF `., qj CDS '1 1' E ARKNASAS STATE HWY. #10 AND THE WEST LINE OF THE E1/2 OF SAID 50' ROW 411' Gp I ' L 32.33' \ S� p�9 - Date of Execution Paul M. White, Registered Land SECTION 14; THENCE NO3'07'09"E ALONG SAID WEST LINE, 1054.44 FT. 2 PR o, �, Surveryor No. 1281, Arkansas TO THE SOUTHWEST CORNER OF TRACT G, THE RANCH; THENCE N88756'42"E O y� IQ 404' 13 5' S1 ALK SO \ y0� ALONG THE SOUTH LINE OF SAID TRACT G, 124.52 FT.; THENCE EASTERLY AND m CONTINUING ALONG SAID SOUTH LINE BEING THE ARC OF A 288.31 FT. RADIUS �. F p ` I -- - �70 ` j3� ,,.���, CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N80'45'O1"E, ` I F o Y/r7 sub 1, i E 0 CERTIFICATE OF PRELIMINARY 82.11 FT.; THENCE N7T35'08"E AND CONTINUING ALONG SAID SOUTH LINE, I r Q o LOT D-% S �, 270 a ENGINEERING ACCURACY 176.58 FT.; THENCE EASTERLY AND CONTINUING ALONG SAID SOUTH LINE BEING C� �_ T O.�y 5 Q ++d AR4 J �►ti THE ARC OF A 348.31 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND �� o m DISTANCE OF N81'58'24' E, 113.90 FT.; THENCE N88'37'13"E AND CONTINUING 0 � x I, Timothy E. Daters, hereby certify 0 o� , J� L)T 2, ' 4i�tgTEk3i1 I t that this plat correct) represents a ALONG SAID SOUTH LINE, 381.10 FT. TO THE SOUTHEAST CORNER OF SAID TRACT G; \ THENCE S06 12'39"W ALONG THE WEST RIGHT-OF-WAY LINE OF CHENONCEAU BLVD. ICr> \ ,, y TRACT E-.6 C71 ,' T Iti.1 CT F', "TIIF 1 .1'l'CII It ti A �' plat made by me, and that engineering 187.21 FT.; THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE N O TRACT' E-3 __ zpr1. PL:dr' Bx E, PG 9,rq ii`� Ei>; t requirements of the Little Rock BEING THE ARC OF A 924.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND ml ��DiJ a 70 !� „ a cj �a Subdivision Rules and Regulations have DISTANCE OF S0937'50"W, 78.11 FT.; THENCE S11'03'027W AND CONTINUING ALONG I o i Zp�r�� No,5033 been comp �� f have blied with. SAID WEST RIGHT-OF-WAY LINE, 423.82 FT.; THENCE SOUTHERLY AND CONTINUING ALONG cp C` - 4 ` �l w cU cV 3" R746.2Q� SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 984.93 FT. RADIUS CURVE TO THE I 23j, \,y P�p� LEFT, A CHORD BEARING AND DISTANCE OF S0645'02'W, 147.70 FT.; THENCE PROPOSED DS42'20'04' E 4 % E. p� S02'27'01"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE 273.27 FT.; TRACT E Pac1s MONUMENT '� LC141.93' \ \ "'�� � THENCE N8732'59"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 20.00 FT.; I - ! Date Of Execution Timothy E. Daters THENCE SOUTHERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING I 1I 380, CIO Registered Professional THE ARC OF A 904.93 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING (, o I L I 2S\ 2) \\IX Engineer No. 5033, Arkansas AND DISTANCE OF 509'11'25"W, 212.41 FT.; THENCE S1555'48"W AND I IST z /1 O GULVF$f CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 48.42 FT.; THENCE C7 LOT D-6 ��� '19 R984.93' O � LOT 1 SOUTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, C T F, THE RA C,H„ BEING THE ARC OF A 40.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD j CDS06'45'02' W dj I LC147.70' R924.93' SFT.. TP BEARING AND DISTANCE OF S61'54'20"W, 57.52 FT. TO A POINT ON THE �1� - CDN06'45'02"E �� BK U, C. i5 SAID NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HWY #10; THENCE 4- VC I Eja r, r n LC138.70' 9C CERTIFICATE OF PRELIMINARY PLAT APPROVAL WESTERLY ALONG SAID NORTH RIGHT-OF-WAY THE FOLLOWING BEARINGS AND 7; LL- 397' --- N Ir DISTANCES: rjI `S ' LJ 1 - I C All requirements of the Little Rock N7207'08 W, 37.19 FT.; N75'37'14 W, 246.39 FT.; N72'0323 W, Cjj I TRACT E-% 380.42 FT. AND N24'28'40"W, 70.00 FT. TO THE POINT OF BEGINNING, - CONTAINING 1,020,040 SQ. FT. OR 23.4169 ACRES MORE OR LESS. PROPOSEDI ` w ° \ Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwater detention ordinance does not apply to this property. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide stripping and signage plans as per ordinance for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. 6. Easements are for utilities and drainage where needed. 7. Any proposed access driveways will be private. The public may have access to all private driveways for the purpose of servicing and maintaining or repairing of all public facilities. 8. Streets to be a minimum of 30' wide in a 60' right-of-way. 9. Average Lot Slope = 3.5% 10. Easements for proposed stormwater detention facilities are required. 11. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. 12. 20' radial dedication of R.O.W will be provided at all intersection. 13. Street design will conform to the master street plan. General Notes: 1. Owner & Developer: Financial Centre Corp. Ranch Properties, Inc. 900 S. Shockleford, Suite 300 Little Rock, AR 72211 Source of Title: 89-62166 2. Linear feet of Internal Streets: 1900 Lf 3. Average Size of Lot: 400' x 400' 4. Number of Lots: 14 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwater Disposal: LRWWU 8. Variances: None 9. Floodway / Floodplain: None 10. Municipal Boundaries: Inside Corporate City Limits 11. Average Slope of Lots is 3.5%. 12. Cross access easements will be provided between lots. 13. Phasing plan: I - Ranch Drive & Chenonceou Blvd II - Lots will be individually developed based upon market drive I5' SIDEWALK �8 - _ N260' R984.93' CDS58'0 50' f� f TRACT E-2 � � �eror I N o o N I z D-5 53.3T. 1 ` ..LOT LOT D >� = -250 _ _ C'DS20' 10'35" E 60, LC5969 ' 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 \ a 0. ACCESS DRIVE -- - Ind ,�,D .- /w Made r \ ---- I„�" .,/ \ \ \ - OWNER OR DEVELOPER pp 36Df l \e�o� 6_._�. TRACT E-1 5 $lew Lai B-� P. \ L� ,' / -. I \ \" M \ -.- • . _ /„ , ,. Date of Execution Name - Er ac R _ N \ / R1004.93 \ ��• TRACT' B, THE R< A Ch s ° K / - LC212.41'" " / y Pid.. Ax. F'. Pc. sory Lon �% CDSO9 1 25' W e CDN09'11'25 E \ N�2.03e23» LC235.88 Address W R175.51' / [� Source of Title D.R Page r v \ ` 42� ' LOT D-1 / / ti \\\\ \\ \ LC5 02r Instrument No. CDN26'14' EXIST S 1 PLAT BK. G. _ P6. 42 9 \ \ \ \ CULVERT ' / 3 0 00 / M / \ - CDN26°i34 Z L� ACT " 1 HF, P J C.3" t \ LC53.54 \ -- Q_ --- SR N cos 54 2D W poW of bay\ / LOT D-2 % PL E. P�. so7 O _ LC57 2' -- O 4 Lo SC o S`4 \ �68' 6' l l` \ m LOT D 3 3 - A � EXIST �l , 2" \ " CULVERT 4 1 V \ 3g WCOndscope \ O A*O r v O 1O Ba er y eo N7 '37'30•'w 92 6� 3s W DEVELOPER WILL DEDICATE R.O.W. TO - 3. 55 FT FROM CENTERLINE AT ALL LOCATIONS. w 20 EXIST BOX s'o 40. w CULVERT ' R 2 18' �s© "4 NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. PRELIMINARY PLAT Tract " D & E" The Ranch An Addition to the City of Little Rock June 7, 2004 June 24, 2002 July 24, 2002 Rev October 7, 2004 © VV 1.Cl.Ll.[ 11 LCe 0A =RE & �a�1(y®14�L�.11( LCehyy 111 V ll..o 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 J umber: 00-0134 ~, K-\w L io kbJtK 1 b [ ( V l o LF