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HomeMy WebLinkAboutSUB201500194 Plat - Other (not approved) 2016-01-07NOTES: 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. 2BB -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, 26 & 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 -2B = 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 ". DS 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 = +/- 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 ACCORDING 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 2A1, 2B & 2C ARE LOCATED IN THE NORTH FORK HARDWARE RIVER WATERSHED. THESE PARCELS DO NOT LIE WITHIN AN ALBEMARLE COUNTY AND /OR CITY OF CHARLOTTESVILLE 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 TO 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: 1" = 100' LINE OF SIGHT TO THE 3.5' HEIGHT NORTHEAST OF ENTRANCE OF OBJECT 3.5' HEIGHT OF EYE DECISION GRADING POINT C DECISION REQUIRED POINT A LINE OF SIGHT TO THE 3.5' HEIGHT SOUTHWEST OF ENTRANCE OF EYE 3,.5' HEIGHT OF OBJECT DECISION GRADING - - POINT A REQUIRED DECISION POINT B 7. "PRIVATE ROAD SHALL BE BUILT TO ALBEMARLE COUNTY PRIVATE ROAD STANDAR DETAILED DESIGN. 8. ALL LOTS SHALL BE SERVED BY PRIVATE SEWAGE DISPOSAL AND PRIVATE WELLS. THIS PROPERTY IS 22. PROPOSED BMP CALCULATIONS WERE PERFORMED BY COLLINS ENGINEERING. m '' 0. MITCHELL McCULLOUGH, ET.AL. NOT IN THE JURISDICTIONAL AREA FOR PUBLIC WATER & SEWER. D.B. 1941 -94 23. THE SPECIAL LOT IS ESTABLISHED SOLELY FOR THE NECESSARY LOW- IMPACT DETENTION FACILITY. �,�o D.B. 1583 -300 & 301 PLAT 9. SETBACK REQUIREMENTS FRONTAGE ON INTERNAL ROAD = 25' o to 0 ' ALONG EXISTING STATE HIGHWAY = 75' tip mo v W co / h~ h T.M. 89 -37E REAR 35' 355 w o v / °� m o m D.B. 1937 -9 LAURA R. DORMAN & MOLLY D. MCILNAY c w ° ;T1 / p ,�2 w °m ^ I D.B. 1583 -300 & 301 PLAT 10. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE \ T.M. 89 -23F o o m �\'� .�/ m ,� N m ,� 1 JACLYN RUTH RAY AGEE •o ° rn m . , °j hh �' w ,^ v 1 N m T. M. 89 -370 COUNTY WATER PROTECTION ORDINANCE. W.B. 117 -501 0 lur) D.B. 1712 -684 � :" Z ♦1 ! 1 1 ~ 'L iu w m 1D ^ v m to °0 2 n MARY L. MCILNAY ,' ^ D.B. 535 -593 PLAT `/ `n n 1 \ \ 1 1 1 I ' hh � in o w m Lu w w m � �` v D.B. 4294 -49 \ r- \ ' 1 1 Z in j. D.B. 2273 -468 PLAT / D.B. 398 -253 PLAT )RL-.104.64 860.00 I/ UNRECORDED PLAT BY z i I \ 1 1 1 1 1 1 11 y m :D !nn m � I m w ." v W D.B. 1583 -300 & 301 PLAT // f' �/ `♦ ROGER W. RAY & ASSOC., INC. ,' / I I \ \ \ 1 1\ 1 I 11 \ \ °m m :� `� o c 1 ° ;n W Ni \ v , DATED AUG. 20, 1998 / , 1 1 1 1 \ \ \ 1 \ 1 1 1 \ Uy m m m n I o °o N \ / 47'50'3 'E' r / ' ' ' ' - -- ' , I I 1 \ \ \ , 1 1 \\ CU CD 117.32 - / / / , ♦ I \ `\ \ \ \ 1 I 1 \ / I \ ` \ Uy n P rn co •c'` • /C� I ♦ -- -- `\` -' \ \ . ` ♦ ♦ \ \ / - - - - - - -- - - - - 'i 1 \ \ , �` ♦ ` \ ♦ 69 ♦ , \ . ♦ \ \ \ ' -- - ' 'tiP , // / /-,S♦r^♦,� p1 / / ♦ 6, ♦ ♦ ♦�♦ \ \ \ / /r _ -- - - - - - - - - - - - - -- - -- - --/ \ ♦ / '\�iQ�1� \` '' /\\\\ ♦ ♦ \ \\ \\ \ O, \ \ ♦ ' 1 I - _ / _ _ .................. 100' �? y , /// / , / /a4i.SO/ �` �� I I I / /'/ ♦ `; ♦\\ ♦ ` \ \ I I I / , ' -- -- ---- -- \ I DENOTES CRITICAL SLOPES ACCORDING STREAM /�i' /' Z /' I / f \ ' \ \/ /' \ `\ ` \`\ ` ` \ \ I I // /' ,'r , - - - - - - \ \\ .. , 80UNDARY , / ♦ \ ` I I I I I I / / , ' \ \ \ \ 8UFFER . / ' ` ` : J I / I OVERLAP \ .. . i I I / - - - - - - - - \ \ TO THE ALBEMARLE COUNTY GIS DATA. , / , / . I "' r.' {' /.. T.M. 89-23G \ / / \ ` _ \' ♦ . / - - - - \ f.' / /0!06 ACRE \ I / \ \ � � \ • � I 1 I ' I / ' / R - 450.00 / / / a° ' / ' `I .r.'F.I:a.'r. / / / ♦ JD�B. M4553N432Y \ i / / / / / \Sp \ \ \. `` - _ �'� ...�' Y..'•r I 1 1 1 ' ' - - - - - - - - _ L 78.29 , , /� / ,<o 6/ / �. �.'..'�. f.j. { J.'. [ 1 / ♦ I 1 / \ ♦ ♦ A I • I ! I 6h ' .•��•� 1.�lJ.l I. / r / D.B. 535 -593 PLAT \ 1 / ' / / ' / \ \ . ., - �..1' I .......•.......... /' ,.Y.' I / / S35'41'49'E \ \ , 1 I , / / , / , \ -_. . _ 1\.%.'J.'F'.I.'1' STATE ROUTE 706 I 1 / , / / , ,•V•!:! :• •/ I 1 , / 24.73 \ \ \ 1 1 I l/ / + 1 J I I / // ,/ /� / /' �\ r, ,/ I / I ♦♦ \ \ 1 1 / /// ,' /' ` r/ DUDLEY MOUNTAIN ROAD I I !' i • ' • ' l ' 1 1 t l (40' R /W) N2 105 99 "E .i / '. a. /. ' / / ,' /' _ - 5 2'3�' \\ \\ (D.B. 377 -495) / / r 20.'19 / I oo \ \ ,' 1 1 I I 1 11. I 100 1 POSTED SPEED R - 280.00 , / / /' • / • r / / / / _ _ / / P56.10 - 29 "W ♦ � \ , Ill /.'.... '620_ - - - - I , 1 [ I 1'• • 1 • 1 I 1 LIMIT - 30 MPH L - 115.66 / / / ' i• / �' !' '�' , ' / ' - -_ _ _ - , / I I 75.78 ♦ o I 1 1 I I 1 � m ` 1 /// :.,.'J.'['�..,.; . /.. ` 1' 1 1 1 ' 1 1 1 1 1, I'� {•' I I I I , I I 1 1 I / '' / I"1URAL REQUIRED SIGHT J.' /. ".'. 1 I ,, 1/ . /.7,'!. %.:. ?.1..! %l. 1. \ 1 1, 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 I , / DISTANCE- 335' N48'48'29 "E / Y' !'/.'C " / J., , :° 'Lj `Q / 2�'/. I '`'� \ , , / _ \ 1 r ' ' / / ' PREERVATi01� I ' .✓ /. /. '(.' y' / / i / / \ l I l,' . [ .l. l /. /.l. _ ♦ \ 1 \ \ , I I I 1 1 I I I I I 1 I 1 / 74.43 , / .j. ,... , w I 1 /.' '. %' /•' \ \ I I , I I I I 1 I I I 1 I I / I .,48 ACRES • oti : ;2 / , / I , / r ! t.. !. !' / /. !.� .l.'['r' \ ` \ 1 1'.f..l.:� 'J'. 1 I I I I 1 I 1 I I I / / ,•,., y . / /.j..!,. , , a , ,.,� / `� UN ♦ o , I I , ,.[.,.,.i.'!.'.Y Y hJ \ I I I , I I , I I I I 1 I TRACT H Y. / , / , / ♦ . �; ti / , ? AT / / l ! ,.h.i•.F.a. 1 � .,.' /.!.',.,.' I //\ \ \ .L'1. 1 •,• 1.1;.1. 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BASE MAT'L TYPE i NO. 21A SURFACE : 2" DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE RAP 00 wl� 200 400 .00 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