HomeMy WebLinkAboutSUB201500194 Plat - Submittal (First) Preliminary Plat 2015-10-23NOTES:
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 -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 GREENLOFT LANE.
7 GREENLOFT LANE SHALL BE BUILT TO PUBLIC ROAD STANDARDS AND DEDICATED TO PUBLIC USE
10. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE
COUNTY WATER PROTECTION ORDINANCE.
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 =71.01 AC. ROAD =3.70 AC. PRESERVATION TRACT A= +/ -74.18 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
LINE OF SIGHT DETAILS
(SEE PLAN FOR DECISION POINT LOCATIONS)
LINE OF SIGHT TO THE
NORTHEAST OF ENTRANCE 3.5' HEIGHT
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
WATER PROTECTION ORDINANCE. /
8. ALL LOTS SHALL BE SERVED BY PRIVATE SEWAGE DISPOSAL AND PRIVATE WELLS. THIS PROPERTY IS 21. PRIVATE DRAINAGE EASEMENTS WILL BE PROVIDED FOR BMP (S) AND WILL BE SHOWN ON THE FINAL PLAT AFTER / T.M. 89 -37
NOT IN THE JURISDICTIONAL AREA FOR PUBLIC WATER & SEWER. DETAILED DESIGN. ' 0. MITCHELL McCULLOUGH, ET.AL.
m D.B. 1941 -94
D.B. 1583 -300 6 301 PLAT
9. SETBACK REQUIREMENTS FRONTAGE ON INTERNAL ROAD = 25' 22. PROPOSED BMP CALCULATIONS WERE PERFORMED BY COLLINS ENGINEERING, o co
ALONG EXISTING STATE HIGHWAY = 75'
o = ° m w ti
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SIDES 25'
c w to p� LAURA R. DORMAN & MOLLY 0. MCILNAY
REAR = 35' w ° 0 0 o m 0. B. 1937 -9
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D.B. 535 -593 PLAT _/ m cn 1 1 2 < - m w N o S
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TYPICAL SECTION
GREENLOFT LANE
i
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 W/ PRIME COAT OVER BASE STONE
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PRELIMINARY PLAT
I ! , 4S. 7$/ I , -.r / I / / I / r / ! I 1 1 1 � •�' - I I rrltl. / 1
I. LOTS 1 THRU 16
l ! ,\ I 'III I •.L',��� ..,.,. _ -- _ _ I ,.1, 11 Fl.I'I,, ',,/ : I &PRESERVATION TRACT A
7. GREENLOFT FARM
LOCATED ON STATE ROUTE 706
24pI , SAMUEL MILLER MAGISTERIAL DISTRICT
T.M. 101 -IB / ,Lo / / 0/ I -
ROSALD�ND E. ESTERMAN '''� /''',' ' I " 5a °61
D.B. 4520 -471 PLAT ALBEMARLE COUNTY, VIRGINIA
' r ,'� ,, I I I ' I I, 6 "w
D.B. 4518 -691 PLAT
D.B. D 86- 3858 -406 PLAT ,: ,15626 SCALE 1"= 200' DATE OCTOBER 23,
GRADE i' DEEP
DITCH AT BOTTOM
OF FILL SLOPE TO
CONTINUE DITCH
(CEPT SHEET FLOW AREAS) T.M. 101 -6 FOR
DANIEL H. McLAUGHLIN AND TERESE N. McLAUGHLIN, TRUSTEES, WRIGHT 104, LLC
OR THEIR SUCESSORS IN TRUST, UNDER THE McLAUGHLIN
LIVING TRUST, DATED OCTOBER 28, 2003
D.B 3639 -506
i
D.B. 32 -163 PLAT
GRAPHIC SCALE 1" =200'
0 200 400 600
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
2015
PRELIMINARY SHEET 1 OF 1 13873F