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HomeMy WebLinkAboutSUB201700214 Plat - Submittal (First) Preliminary Plat 2017-11-16NOTES: 1. OWNER (S) 4922 FOX MOUNTAIN, LLC P.O. BOX 90 WHITE HALL, VIRGINIA 22987 2. LEGAL REFERENCES: T.M. 14-52B, 52D, 52E & 52F D.B. 4968-758 D.B. 4936-399 D.B. 1921-446 & 447 PLAT D.B. 1476-329 PLAT D.B. 1042-155 PLAT D.B. 367-4 PLAT D.B. 177-140 PLAT D.B. 162-157 DESC. 3. TAX MAP 14 PARCELS 52B, 52D, 52E & 52F ARE ZONED RURAL AREAS. 4. NUMBER OF DEVELOPMENT RIGHTS: T.M. 14-52B = +/- 3.165 AC. + 1 DEV. RIGHT T.M. 14-52D = +/- 18.738 AC. + 5 DEV. RIGHTS T.M. 14-52E _ +/- 5.057 AC. + 2 DEV. RIGHTS T.M. 14-52F = +/- 11.215 AC. + 5 DEV. RIGHTS TOTAL AREA = +/- 38.175 AC. 5. LOTS 1 THRU 12 ARE ASSIGNED ONE DEVELOPMENT RIGHT EACH AND MAY NOT BE FURTHER DIVIDED, 6. LOTS 1 THRU 12 SHALL HAVE ACCESS ONLY ON MOUNTFAIR HOLLOW LANE. 7. MOUNTFAIR HOLLOW LANE SHALL BE BUILT TO PUBLIC ROAD STANDARDS AND DEDICATED TO PUBLIC USE. B. ALL LOTS SHALL BE SERVED BY PRIVATE SEWAGE DISPOSAL AND PRIVATE WELLS. THIS PROPERTY IS NOT WITHIN THE JURISDICTIONAL AREA FOR PUBLIC WATER & SEWER. 9. SETBACK REQUIREMENTS FRONTAGE ON INTERNAL ROAD = 25' ALONG EXISTING STATE ROUTE 668 = 75' SIDES = 25' REAR = 35' 10. THERE ARE NO STREAM BUFFERS ON THIS PROPERTY ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE. 11. A 20' PERMANENT DRAINAGE EASEMENT CENTERED OVER ALL STREAMS AND NATURAL DRAINAGE COURSES ARE TO BE DEDICATED FOR PURPOSES OF DRAINAGE AND MAINTENANCE THEREOF. ALL DRAINAGE EASEMENTS SHALL BE SHOWN AND LABELED ON THE FINAL PLAT AFTER DETAILED DESIGN OF THE ROAD AND DRAINAGE PLANS ARE COMPLETED. DRAINAGE EASEMENTS LEAVING THE PUBLIC R/W SHALL BE DEDICATED TO PUBLIC USE. ALL OTHER DRAINAGE EASEMENTS WILL BE DEDICATED TO THE HOME OWNERS ASSOCIATION. 12. BENCHMARK : 4' CONTOUR DATA SHOWN HEREON WAS TAKEN FROM THE ALBEMARLE COUNTY GIS DATA. A PERMANENT BENCHMARK WILL BE SET ON LOCATION WHEN THE ROADWAY IS STAKED. 13. BOUNDARY DATA SHOWN HEREON IS BASED ON RECORDED PLATS. 14. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA, LOTS 1 THRU 12 CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 15. LOTS 1 THRU 12 ARE LOCATED IN THE SOUTH FORK RIVANNA RESERVOIR WATER SUPPLY WATERSHED. S e -- tZ O Z F_ B J n VICINITY MAP 16. T.M. 14 PARCELS 52B & 52D ARE SUBJECT TO AN EASEMENT AND MAINTENANCE DECLARATION (D.B. 1921-443) . 17. T.M. 14 PARCEL 52B IS SUBJECT TO EASEMENTS TO VIRGINIA ELECTRIC AND POWER COMPANY aio (D.B. 1349-507 & D.B. 1501-750). 18. STORMWATER MANAGEMENT AND BMP MEASURES SHALL COMPLY WITH THE REQUIREMENTS OF a ARTICLE IV OF THE COMPREHENSIVE WATER RESOURCE ORDINANCE. Q Ta 19 ACCORDING TO ORTHE ALBEMARLE COUNTYSTAL WEBSITE PARCELS 52B, 52D, 52E & 52F DO NOT LIEWITHIN AN 20. LOTS 1 THRU 12 DO NOT LIE IN THE 100 YEAR FLOOD PLAIN ACCORDING TO THE FIRM FLOOD INSURANCE RATE MAPS - COMMUNITY PANEL NUMBER 510006 0100 D, EFFECTIVE FEBRUARY 4, 2005. gip z FOX MTN RD r 668 Lu W pEEF 0A m e° k, O� 673 �V I SCALE : 1" = 2000' 1 o���AL.TH U BRIAN S RAY Lic. No. 002281 ............... DENOTES CRITICAL SLOPES ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE T.M. 15-17A3 LOT 1B I FOXMTNTAIL'LLC { D.B. 4942-302 T.M. 14-53 O.B. 3494-262 THRU 265 PLAT ROBEY AND DOROTHY SHIFFLETT TRUST NO. i D.B, 1591-207 D.B. 547-169 PLAT I + I d 1 I I I t 1 'o RESERVED FOR cp DEDICATION \TO PUBLIC 'USE UPON DEMAND ` ` t 85s dt38' 2�0J7'% \ ` N87'13'381'E 823.26' 157.56 / t \ \ 1 200, \ 1 665.70 ` \ L -' I' - 1 1 \ 200' I 1 11 \S'1�3i 6-AB'tE t i \ i LOT 7 22 97 , , I I o ..,. 1.'.\'.'\. \\ \ \ \ l m \ \ - LL7 LO LOT 6 'I i I 2:\41 ACHES I 1 \ \ O I t0 , 2!,83 ACRES NOIy3 '25 ' 41 "W \ \ \ \ \ S�o \ \ \ \ l.'.'.'.'. 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S88°58'00"W 525.10' m \ \ 200' oZf G0 0 \\ Si_.... ..i...}....O\L� =75.0,.......t.t .. ..i /..., I , \ \ •Y - \ � =65 .33 \ ...r..y..-}........ �.... \ \ \ \ \ 11 NO3'25E41"W \\ \ \ \ m 0 t N71ag0 281 50.110 LOT o cn \\ 8 \ w L =98.27 1 \ 2.41 ACRES \ Z \ \\ N I L 6.36 S13 C1�1B"E O\ , \ 20,4.39 \ 1 I I I 9 1 I I ` ` \ \ \ `� \ \ --•.- C.'....�.. \ \ 1 1 1 y 1 1 N01'55'4b"W ` \ R 35.00' 99.921 \ \ r ,L =31.05. ` ' ' .- LOT` 8\\ 9 , . 585'25'58"W 637,13' \ 200` R =3500' t , \ e _ L =31.05' \ \ t \ 1 y } . \ t o, 1 1 , , 2.59 \AC'RE \ \ \ \ \ N031'49'24"W r \ ` q , \ r \\ \ \ \ 7,.. `, \ \ \ \ o \ ` ` T.M. 15-17A 72.501 LOT SA 240 \ \.'.'i.`\ . \\\ \\ \ \ \ \\ \ ` FDXB. 4942-302C LOT D.B. 3494-262 THRU 265 PLAT NO3'116'�t3"Ey 2.47 ACRES .74 t \ 40 ,Af 20 , I 61d \4 p E, 44 r L , \ �I 1 t \ \ � \ 1 \ \ i M• l 5 O� , 1 i , I , \ .�,.\ \ �4��3\5 \ \ I i , � , 1 1 \ \ \ r \ 1 \ \ 1 1 ,� ,},. \�62• \ 1 1 , f I t \ - _`.:._ \ \ \\ \ \ \ \ \ N00L16.141.W } S84 -39'29"W 672.84` t 200` \\ t N6\ m N01 /29' 17"E, / 35- 12 m � LOT 3 - - _ I I \ . �,4• , ' \-.'.:'.':'� \ ' , Ni' -34-38-W, i 84.46 \ 3, 43 ACRES �A_52F , . , MOONTFAI i HOLLOW r - - ,' t? , •520,' ; ' ' \ - - - - - -- - - - I LANE ' ,t LOT 9' �9go N4316.�6"W ter''- \ } it M' q 50' R/W1 ! 3.58 ACRES ,. ♦ `\ \ \ 2.76 i \ \ i \ pr \ \ / i f , ,s ! \ \ � .r'•'• 11 / r I yI t \ \ r l 1 / vy _-, '\ \ ':�yP \ \ ` \ 1 A1'` ep7, L ' 122.00 / 1 '7909. - - t � \ \ \ \ \ , � 1 '• \ \ I 1 \ \ \ \ \ \ \ \ ` \ \ � \ , , ( g � / / i.•' , \ \ \ \ \ \ y v I I \ \ \ 1 1 t--------------� � \ \ \ y \SJR , \ \ \ \ , . LIt277.05 1 rn S84'44'48"537.46_4_ t \ \ p E ar - - \ rr w t \ \ W \ \ \ lz (10 LOT 2 \ \\cl\ ' ) \\ 2.88 ACRES' }} L \192.00 1 o( \ 1 \ \ \ \ \ \ I f \ .....'.'.\ LOT ,110 , 4.20 ACRES T.M. 14-52 t N� \ N , _BAO- ERWIN E. SCHAEFFER TRUST f t t r \ \1 \ � (� \ ` ' ' I D.B. 3034-382 D.B. 1116-338 PLAT 8004'36"`A A8 NO2.30 f O'55'25"W S L I it 300.001 (\ ! v ----- t -- ISO t\t S 1 1 5.3 3.,E PROPOSED CULVERT 4g F t I 1 q \ \ 1 Ir � I II I I o r d r' ` II ` h rro 20,' ,SQL' y �' r i � -, � ii t l l ! '\ \ \ \\ \ \ \ '• \ \ \ NOd-55'25"t W 179.50 1 { L ,'c& app. N04.34 54"W 35 11 r� 1 LOT 1 31.83 AqREJ" ' L 31.3> __624` I 1 / , ' N1,5'06'40'EI 0o r �/` /� _---- - - - - - \ 114.70i - LOT 11 ss24 2.75 ACRES , -------------- 2po r / 3 Zg6 0 / 108'40"E t L `-168.86 N3 5 J t rt =32'4.83 / y - `r 51.24 / i t / /_------ --- LOT 12'-, l A , $1 / } 'N46 'PI -43"E 2.80 ACRES r __ -----266 20.23 - , s - BENJAMIN FRANKLIN HO UCHENS & L T.M. 15-17C/ - \` HUN '..."•' y7T.M. 14-520 D.B. 5 1941-449 28 ..-...' ..�,........., ...... D.B.. .9446&447PLAT D.B. 1476-327. 329 PLAT EXISTING 12 L =55.89' } I - - - - - , _ j r DWELLING 1 I / / } 1 Rte=35.00' - J / BUILDING / - - BUILDING SETBACK LINE 2 =57.83' ,�"� S02°44'20"E 1571.28 75J BUILDING I BUILDING - SETBACK INE - ' - / ,' DECISION ' (r BUILDINGI EXISTING POINT 3 / jI NOJ '54' 05' W r CULVERT , _ - ------ ` } N04'43' 13"W/ j 1 1- -9 O 1 25.00 1 25.!00 % I , N04'48' 13"W - ! ,2.88 4 33 \ \ 41.30 1 1 , 50 81 59. TI_O6.Wo S87'15'47"W I cu -------- _ --- -- 105-20 "� S85°55'13 W i r♦ 142.39 / 32.07 m ----- - _ \` CO 185.04/ 582 °05' 55"W L----- ' /SB5'25�25"W' \ } 1 1 } S7Br26'47"W} 120. 14 83.02 1 \\1 f } DECISION - - - - DECISION ,160.12 POINT C JSB11'07'47"W } t t 1 1 125.57 },1 q POINT A } N073 '00"W 1 1 X00 5p�00 L J 1 T.M. 15-18 z tS85'16'47"W� e / 390•} ROBERT C. YDR➢Y & LINE rr ``108.08 ROUTE 668 / SIGHT BRENDA E. YORDY STATE LINE D. B. 1795-703 -----780-/ ' 1 1 FOX MOUNTAIN ROAD D.B. 3557-732 PLAT /SIGHT 30' PRESCRIPTIVE EASEMENT EASEMENT (GRAVEL SURFACE) T.M. LOCATION OF 14-48A APPROXIMATE (UNPOSTED SPEED LIMIT) JOHN PETER ASHLEY BERNHARDT & Y 13' RIGHT-OF-WAY AUDRY SARAH EARTHY BERNHARDT (D.B. 177-141) D.B. 1116-335, 338 PLAT - p,g MILE p-3 MILE FOX MNT TRL ST. RT. Bio T.M. 14-54 BEVERLEY B. KINGSLEY D.B. 1254-745, 747 PLAT D.B. 786-65 D.B. 643-364 PLAT TYPICAL SECTION MOUNTFAIR HOLLOW LANE ALL ALL CUT FILL SECTIONS SECTIONS BASE : 6" DEPTH AGGR. BASE MAT'L TYPE 1 NO. 21A SURFACE : 2" DEPTH ASPHALT CONCRETE SM -9.5A WJ PRIME COAT OVER BASE STONE GRADE 1' DEEP DITCH AT BOTTOM OF FILL SLOPE TO CONTINUE DITCH ;CEPT SHEET FLOW AREAS) GRAPHIC SCALE0! 100 200 301 PRELIMINARY PLAT LOTS 1 THRU 12 MOUNTFAIR HOLLOW LOCATED ON STATE ROUTE 668 WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE 1" = 100' DATE: NOVEMBER 16, FOR SCOTT STINSON PRELIMINARY PLAT PREPARED BY: BRIAN RAY ROGER W. RAY & ASSOC., INC. 663 BERKMAR COURT CHARLOTTESVILLE, VIRGINIA 22901 LAND SURVEYORS LAND PLANNERS 434-293-3195 2017 SHEET 1 OF 1 14589A