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HomeMy WebLinkAboutSUB201500194 Plat Preliminary Plat 2016-03-10NOTES: 1. OWNER (S) : WRIGHT 104, LLC 707 EAST JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 2. LEGAL REFERENCES: T.M. 89-25 D.B. 4619-1 W, B. 124-331 D.B. 288-415 T.M. 101-2 & 2A1 D.B. 4122-715 D. B, 4261-397&398 PLAT T.M. 101-2B & 2C D.B. 4122-715 D.B. 4256-445&446 PLAT 3. TAX MAP 89 PARCEL 25 AND TAX MAP 101 PARCELS 2, 2A1, 2B & 2C ARE ZONED RA. 4. NUMBER OF POSSIBLE LOTS: T.M. 89-25 = 45+/- AC. + 5 DEV, RIGHTS T.M. 101-2 = 45.85 AC. + 0 DEV. RIGHTS T, M. 101-2A1 = 45.85 AC. + 5 DEV. RIGHTS T.M. 101-28 = 5.70 AC, + 1 DEV. RIGHT T.M. 101-2C = 6.49 AC. + 1 DEV. RIGHT +/-148.89 AC. + 12 DEV. RIGHTS = 12 DEV. RIGHTS + 5(21 AC.) TOTAL POSSIBLE LOTS = 17 LOTS 5. LOTS MAY NOT BE FURTHER DIVIDED, AND ONLY ONE DWELLING PER LOT. 6. LOTS 1 THROUGH 16 AND RURAL PRESERVATION TRACT A SHALL HAVE ACCESS ONLY ON "PRIVATE ROAD" 7. "PRIVATE ROAD" SHALL BE BUILT TO ALBEMARLE COUNTY PRIVATE ROAD STANDARDS. 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 ALBEMARLE COUNTY GIS DATA. A PERMANENT BENCHMARK WILL BE SET ON LOCATION WHEN ROADWAY IS STAKED. 13. BOUNDARY DATA FOR TAX MAP 101 PARCELS 2, 2A1, 2B & 2C WAS TAKEN FROM RECORDED PLATS BY THIS FIRM. BOUNDARY DATA FOR TAX MAP 89 PARCEL 25 WAS TAKEN FROM RECORDED PLATS OF THE ADJACENT PROPERTIES ROTATED TO GRID NORTH, 14. TOTAL AREA = +j- 148.89 ACRES DEVELOPMENT LOTS=74.51 AC. SPECIAL LOT=1,07 AC. PRESERVATION TRACT A= +/-73.31 AC. 15. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA, LOTS 1 THRU 16 AND PRESERVATION TRACT A, EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 16. LOTS 1 THRU 16 AND PRESERVATION TRACT A DO NOT LIE IN THE 100 YEAR FLOOD PLAIN ACICORDTNG TO THE FIRM FLOOD INSURANCE RATE MAPS -COMMUNITY PANEL NUMBER 510006 0405 D, EFFECTIVE FEBRUARY 4, 2005. 17. TAX MAP 89 PARCEL 25 AND TAX MAP 101 PARCEL 2 ARE LOCATED IN THE NORTH FORK HARDWARE RIVER AND MOORES CREEK WATERSHEDS, TAX MAP 101 PARCELS 2A 1, 2B & 2C ARE LOCATED IN THE NORTH FORK HARDWARE RIVER WATERSHED. THESE PARCELS DO NOT LIE WITHIN AN ALBEMARLE COUNTY AND/OR CITY OF CHARLOTTESVTLLfE WATER SUPPLY WATERSHED. 18. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE, TAX MAP 89 PARCEL 25 AND TAX MAP 101 PARCELS 2, 2A1, 2B & 2C DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 19. ACCORDING TD THE ALBEMARLE COUNTY GIS WEBSITE, TAX MAP 89 PARCEL 25 AND TAX MAP 101 PARCELS 2, 2A1, 2B & 2C DO NOT LIE WITHIN A DAM BREAK INUNDATION ZONE. 20. STORMWATER MANAGEMENT AND BMP MEASURES SHALL COMPLY WITH THE REQUIREMENTS OF ARTICLE IV OF THE COMPREHENSIVE WATER PROTECTION ORDINANCE. 21. PRIVATE DRAINAGE EASEMENTS WILL BE PROVIDED FOR BMP (S) AND WILL BE SHOWN ON THE FINAL PLAT AFTER LINE OF SIGHT DETAILS (SEE PLAN FOR DECISION POINT LOCATIONS) SCALE : i"= 100' LINE OF SIGHT TO THE NORTHEAST OF ENTRANCE 3.5' HEIGHT OF OBJECT 3.5' HEIGHT OF EYE -,/ �., _ - GRADING DECISION DECISION REQUIRED POINT C POINT A LINE OF SIGHT TO THE 3.5' HEIGHT SOUTHWEST OF ENTRANCE OF EYE 31.5' HEIGHT �___ ____ - OF OBJECT I ----__ DECISION GRADING - POINT A REQUIRED DECISION POINT B DETAILED DESIGN. 8. ALL LOTS SHALL BE SERVED BY PRIVATE SEWAGE DISPOSAL AND PRIVATE WELLS. THIS PRQPERTY IS NOT IN THE JURISDICTIONAL AREA FOR PUBLIC WATER &SEWER. 22. PROPOSED BMP CALCULATIONS WERE PERFORMED BY COLLINS ENGINEERING, T•M.89-37 / 0. MITCHELL MCCULLOUGH, ET. AL. . co 9. SETBACK REQUIREMENTS FRONTAGE ON INTERNAL ROAD = 25' 23. THE SPECIAL LOT IS ESTABLISHED SOLELY FOR THE NECESSARY LOW -IMPACT DETENTION FACILITY. - o 7 / �o D.B. 1588-3004&-301 PLAT ALONG EXISTING STATE HIGHWAY = 75' o `° C6 `\p SIDES = 25' o o '" w y in / ./fr T.M. B9 -37E Lu - O`; - LAURA R. DORMAN &MOLLY D. MCILNAY D ^0. 1937-9 REAR = 35' o w m P y2O Iq o D.B. 158 300 & 301 PLAT T.M. 89-23F o 0 o m {'r Q, m rn cnu o o - 10. THE STREAM BUFFERS SHAWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE JACLYN RUTH RaY AGEE o o cn � � N - L I • m COUNTY WATER PROTECTION ORDINANCE. w.e. 117-501 o m h� . D.B. 1712-684 In m z \I )/ I I w w `" w LO r4. 1 N N v O In T.M. 89-37D UD im w 'v m uJ o --_,a n MARY L. MCILNAY D.B. 535-593 PLAT n rn } N ; w w o) -D.B. 4294-49 D, B. 398-253 PLAT ' / n 1 h2 - m n N o 0 `r D.B. 2273-468 PLAT R=860.00 f / \ z t I m m o m m f, w w m In L =104.64 I / f , \ UNRECORDED PLAT BY \ I m ;n v m to I m w ✓, ` w D.B. 1583-300 @ 301 PLAT / r a ROGER W. RAY & ASSOC., INC. t 1 m �u m n . o w / r/ f // DATED AUG. 20, 1998 // I I \\ 1 1 1 1 I\ \ m m 7 o 0 1 m a\ / I I 1 1 I 1 m In m m ur v In n N. my / 47'50'34"E' / ' ! - - - I I I ' I 1 \ \ - - m w o ' a o iu N m \ / 117.32 - r / I I i' \\ / I 1 t �\ \ \\ \ I I I I I 1 \\ \ r _ ----- z (n uni m W m w 19 \ I / r-, / 00 / I \ - ---` \ \ \ \ I I I I I I 1� \ I _ �_______________ I W rn o '� . "' _ I \ � '� \ \ \ \ \ I I l _ \ \ / I rmn z O. I / yQ� / //, 'r / \`�1� y ��I / r' � \ _- �1 / / \ \ \ \ \ \ ,50,, \ \ \ \ \ I --- - ------ -- / \ \ / / .c. / / / , I f r / \ \ \ \ 1 / I \ \ \ 100' co /// / r,\4�.y0 9P / ,, \ / / / \ \ \ \ \ \ \ \ `\\\\ \ \ \ I I / / / `-- 1 \ \ \\ / .................. .................. . / / DENOTES CRITICAL SLOPES ACCORDING STREAM // / / /' r /' `\ `J I I /r \ \ \ // t // \\ \ ` \ \ \ \ \ \ \ ` \ ` ` \ j 1 I 1 I 1 ' / / / - _ \ •••�.�• \ r` . BUFFER , / / r" �. .l I J.'I'. / BOUNDARY \ l / \ \ ` \ \ . `\ `a \ `. \\ I , I I I I I i / /- ------------ - - -- --- ''\ \ \ `\ / TO THE ALBEMARLE COUNTY GIS DATA. / / / / ' , / \ r 'I' I / /OVERLAP \ T.M. 89-23G - \ \ r / \ \ \ ` \ \ \ . ''' ' I r / - - - , \ \ ' R =450.00 / r .. ... / / 0!06 ACRE \ / / / \ \ ` \ \ - ` \ / t - - - - / . o / , \,, \I r'I'a.t' JUDY MARION RAY ' L =178.9, /J / a r , .. / / \ \ so r \ \ \ \• r 1 1 / ----- \ \ / / / / 1 / , / , �/ r ' ',,.'�.'.1 - ' r j.'F'.r.' ! / r / \ D.B. 4553-432 \ I I co / \ 9 \ \ _ \... > . 1 1 1 / _ - - I t \ 1 1 I I /// / S\ ..ti ..�\ 1 1 I I I I I I r / t /// / `�. I % / / / r / , �h / ... * \ 1 yi'., l .1.1' / l D.B. 535-593 PLAT / o \ \ -- . , • ' .I - - - - - _ / / / /' ... 1 t 535'41'49°E \ / / / / / \ \ . ` •p • • r I 1 I , I I / I / , I I / / I 1 /r /r l ,/ // / / / . '�.�:`.'..�, r. 1 ..'/• I I // /l I 24.73 \ ` \ I I I / / r ' ` \ - _ i .'L'.r.7.'.1.'.'.i.'.'.i, 1 I I I I I I l I 1 / r - - i I / STATE ROUTE 706 V i t i I I I l I I / /' /// r' �.,- // / l 1 \ \ I \ I I I I b, , \ ��� l I...I... I I i _ i I i I I \ I 1 /, /// 1/ l/ l I r ///- \ \- .., // l l / f ' ' _- 7 I 1 1'.I..),. I 1 I I I I I 1 I I i \ - )/ DUDLEY MOUNTAIN ROAD - \ \ \\ 1 I r I '.'1'.i.'f.' a I I I I I l l i t I t40' R/W) N25'08'30"E /. ./ / / / / \ / \ r' '/ / .'l'....... I I I I I / 105 ,' 3 / / / . r . r . .'.'./. t. / r , / - - ^ \ 'SQ2 '3E' 25",F/ / / / \ \ \ 1 I I / l l I l / . - - , 1 I 1 i • I.' I'.?.'!'.'L'. I 1 1 I I r / I l I I I I I I 1 / / (D. B. 377-495) r/ r /• / / - \ o \ I I I I l l r l l/ I I I 1 '..!. ! .I. o l l l l, l r 7 / I I I I I ! I 1 // POSTED SPEED R =280.00 'rr \ '/.'Iz.tf 'I // / / ,-20.^19, 56'10'29"W \ o \ \ - I Ill I I I ..L' 1 I I r I I ! / / /'- I I / / r " i.: r.... ! / / YS \ \ I / / / !.'.'. X620' I I ,' /. I ! / I I I I / LIMIT = 30 MPH L=115.66 / r ' f / /, , r r / -' _ , / l 1 75.78 \ o i l• -r - I I I 1 1 1 1 .. I .. I I I I I I I I I I I I // ! '/ ,, / / .'i.'!'i.'/.'.'.'./...,. / r r . ! \\ I I, l l '.�.'r.'!'� .J.:.l.r t l I\ I I I I I 1 I.6. I I I f I I M I I , /// I I I 1 REQUIRED SIGHT t. !- , . ° ((n \' \ m _ I I 'RURAL I I / ' DISTANCE= 335' N48'48' 29"E , / ! .✓'i.' .'., . !.). V. / / �° ' L� \4 / 2� (, /� o t I , l l l J. .J.'!.�..' '.1.' [.).'.l - \ I 1 1 I I I r / ! / / / / 74.43 /! r"""/"'/-1 / / ' �p / . / / I I / ,,>% /. / l I (. ,... l r.. l.l. . \ 1 I \ I I I I I I I I I / / 1 PREERVAT�OI�I ( / / / / / / r .r. .r... ,1'• y i l , . \ W I I l l r....J../. - \ 1 I I I I I I 1 I .i r. !.' /.' t.. ✓. / � '� .r�iCJ FRES / 2 / / / r • • / \ 1 I I I I I I I I i l I I I i / / ! r / /• rt,• / r c° \ y°r. / / `• \ - I 1 / / / l,j.'!.''. x''1'1'1'. _ \ \ 1 1 'r'!' I I I I I i I / I ) / / / / r r / / ,'/ '/'/.'-,i./. /',i.'! ' / , / 0 / , , • °' / / , - , 4N o I I /. / .l.'j.'l,'�.'['.�.�.'/ . \ \ \ I 1'.\.' '..'.I'.' I I I I I I I I I I I I I I I I r / / / / / / / / / /.' .r.. J.'., , r �, +' y° / / CFq \ 4 , , / / ( /,•/'....,.. r ,'.. 1 I r I I TRACT r ! // .,./..,..C/ 1, i. I / // '1'7" \\ \ :' q ,�qg/ T�l / / I/ ...I....J.Ir...7...I. I /'\ \\.,......L.i.1.;.I.;i;.L:11 I I I I I r '[,I, I I I I 1 I I I I I I r I I / / r // // / '' R =979.07 / . i. i, i. ✓.. .t! . / / r / , r JY / ° , ! q N / o / t /. I.. /.t. 1.).'• l r f l F I \ 11.. i (t t I I I 1 I I I I I 1 I I I I 1 73 . 31 ACRS +/ / / / / /,/,/r/ r r""' r .�\' / !\ 1 0 \ m / / l / n I"'I'(" .1.1...4' I I 1 \ L =145.06 ,. , y.�.. ✓•%J/Y/ / r / / �6 \ / / WHF9 m , /.t../.. y..... r t t \ \ r i, '.L'P..'.'.'t'..' I 1 I I I I I I I I I r \ \ / ' / t r / r �( �( \ , .j.../. /.. /.r. .'I✓.' LFlT O / / / S�, / ./.. / / / / 1 1 I L I i I I I I /I y' r I \ r r / p0 I / / /' i , / / !• \ / / / / jp : . I / o / , r.j.'l..1.1.'.:7.'.'.).'.'.i.'r'.' r t \ \ 11'. .'.(.'r'..'t:r.:.'I'..'1 1 1 I i`Y.' 1 1 1 1 I 1 1 y \ \ r r r , , r , r / / / Y \ _. 2q , i / 2 / , ! '[• J y' ! 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L'1'. 1 4 4 1 1 1 1 1 \ 1 \ 1 1 1 \ \ \ \ \ , / / / / / ° i / r '� / . / 'v O / 2,35 3 A RES / r � j... ! / / / ,B F . I I / / , r r / SIGHT EASEMENT ' / / ! r r / ' / r r / \' / 1 19 \` , J.'.'/.'.'i.i' .'...' / ,BUFF I l' 1' t ' P '\'.' t 1 \ / / / / / r / a r / r / r / / / / l/'• \. • - / o , / ry r , , 1 90 r r r i' /. G / / 1 , ... \ . L .. I 1 1 1 1 1 4 1 \ 1 1 4 \ \ 1 \ \ - r r , r j / / / ! ! / / / a / / \ \ 85 / / J.lr.rr.r./y./.r. r l / I V P (.'1..1',1.'.' 1 .r' 4 1 \ \ \ \ \ \ \ \ \ \ - r r / / r ' / / S40 °00' 00"E / / / / / Ss \ / , N / w 1 \ \3� , / , l.' .............. / 1 \ ...\.: - O 40.00 / / r / / / 3 R =200.00 t r / 50, 1,5 T.M. 89-38 , ./.r/.!I.//././.!t \'.'. '.r.' ... \.t.......1. ` \ \ \ \ \ - / r r r 4 P r / / / / r \ 0 ` L =296: i 1 ' / i I try I \ \ \ q \' \ \ / / \ 1 ..t' 1 .1. \... \ .\. \ . . l .'\.'.\' \ \ \ \ \ \ \ \ \ \ \ \ \ , / I ' ' r /, / ' r r , ,' /' A�,,�z p r / 3q P IV�fE / \ . , \ o / \ \ \ JEROME F. & SUZANNE J. BROWN , / , / / '. lJ.Y'i.'!•/'.i.7•'./ / 1 1 !'. 1'.'}..\. .. .\ ... \ i \ - r / / /./'/ ' t G F_ MT \ t ~ LOT 6 D.B. 2918-95 / r / ./ / / \ \ \ _ // / ES8 NS ME \ \ \ \ Ni / \ ry \ \ \ , / J.'.'/.'.'/.>.'[' / / 1 \. a• \...\ X."i.'\ �.1. 1,. \ \ \ \ \ \ \ \ \ \_ _ , / / / / r , / r r r ( g \ / • / \ \ �\ D.B., 398-253 PLAT / , r / i., •% / 1 / / r \'`'�" . ' \'\�.' ' \ \' \'>'.4\'.. I .I. 1 \ \ \ \ \ \ \ \ \ \ \ \ - / / / , , DANIEL D. STRUMLAUF & SHANA F. STRUMLAUF y'�ti L =195.13 , / , / 9• / ¢25 444) 1 \ \ p \ l n l l ^ o \ /, \ / /.'.'/.'<'r.' / / X.. Y, .v \� \ \>.••\�•.\.\ \ \ \ \. \ - - - - - . / / /// r , / / T rIB I 1 rn \ 0, / \ L X121.05, o h ^ry o \ x.33 ARES I �l 1 / // //,/,/ .'i.fr.'/.!/./.,.G / / / / / \ \ .\� .\..\\. \ .\.'\.i\'.\...\..'.'.t.\'.\ t.'I 1 \ \ \ \ \ \ \ \ \ - , / r / , r D. B. 34583-154, 157 & 158 PLAT �i / / / r r / / EXTI�JC•dU7,SFjED i \ , r l U! / r 2 ! 1 0 \ \ / / r / , .>. >. r .,... , / , \ \ \ \..\ \ ...\..\'.' \'.�.... \ \ ...L . \ \ \ \ \ \ \ \ \ - - - - ' Q DECISION POINT A / \ -L 16, W `� i / r , t'. '7.....r. /\..\.\.C')'.\..\''.'\'X.�'\\'):�!'• \ \ \ \ \ \ \ \ \ \ \ _ - /',' ,' / ' r / / �0 r / r f I 1 L 1 tib 0 / I n ,-1 r r y / / / / / \ \ .\ \ .',; \ \ .\.. \. \.......\.\..\. \ - - - - - - - - , r / ' I,/ / / / / / I . I i 7 5 1 / h \ \ 1 I r / , . , / /" r r.'..'t'. , r r I , \.... \ \ .....' �.'.. \. , ` \ \ \ \ \ \ \ \- - - - - - - - r ' / , / / PROPOSED I 3 r'S. / t o ! \ 1` `/ I I / r , .'/. i'i.'i.' / ! a. a..\ .\..\ \'1'. 1')' \' \ \ \ \ - - - - hh. 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WESTERMAN • / / / ,' - , J I I' 1 Ao' SAMUEL MILLER MAGISTERIAL DISTRICT D.B. 4520-471 PLAT ' / , • •' / / / , 1 I 1 6'W 5 D.B. 4518-691 PLAT ,'�, - - -,' '; 166 ti SCALE ALB 200RLE COUNTY, :VIRGINIA OCTOBER 23, 2015 D.B. 3876-141, 144 PLAT 1, i / ', , , (01, „ , GRADE 1 ' DEEP D.B. 3858-406 , / , / , , � , DITCH AT BOTTOM -I '' REVISED : JANUARY 7, 2016 OF FILL SLOPE TO CONTINUE DITCH , ;CEPT SHEET FLOW AREAS) l/ ' T.M. 101-6 DANIE H AUGHLIN AND ALL ALL CUT FILL SECTIONS SECTIONS BASE : 6" DEPTH AGGR. BASE MAT'L TYPE 1 N0. 21A SURFACE : 2" DEPTH ASPHALT CONCRETE SM -9.5A W1 PRIME COAT OVER BASE STONE 00 i 200 iii .ii L . McL TERESE N. MCLAUGHL.IN, TRUSTEES, OR THEIR SUCESSORS IN TRUST, UNDER THE McLAUGHLIN LIVING TRUST, DATED OCTOBER 28, 2003 D.B. 3639-506 D.B. 132-163 PLAT FOR WRIGHT 104, LLC PRELIMINARY PLAT PREPARED BY : BRIAN RAY ROGER W. RAY & ASSOC., INC. 1717-1B ALLIED STREET CHARLOTTESVILLE, VIRGINIA 22903 LAND SURVEYORS LAND PLANNERS 434-293-3195 PRELIMINARY SHEET 1 OF 1 13873F