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Home My WebLink About02-19 Plan25' FRONT SETBACK TYP.25' FRONT SETBACK TYP.15' REAR SETBACK TYP.5' SIDE SETBACK TYP. 5' SIDE SETBACK TYP. 5' SIDE SETBACK TYP. 25'25'15' 15'5'5'5'25'CORNER LOTSTANDARD LOTPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-02-GNOTES.dwg [LEGEND] July 15, 2020 - 2:04pm awells GENERAL NOTES & DETAILS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA0283 RA1901DECEMBER, 2019N/AAS NOTED12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIMAIN BUILDING ENTRANCEPROPOSED PROPERTY LINESPILL AND TRANSITION CURB & GUTTERCG-6CG-6REXISTING TREE LINEPROPOSED WATER LINEEXISTING WATER LINEEXISTING POWER POLEROAD SIGNEXISTING FENCEEXISTING SPOT ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED SANITARY SEWEREXISTING SANITARY SEWERPROPOSED CONTOURSEXISTING CONTOURSEXISTING STORM DRAINPROPOSED STORM DRAINEXISTING CURB & GUTTEREXISTING FIRE HYDRANTPROPOSED FIRE HYDRANTEXISTING WETLANDSLEGEND:???? VPDPARKING COUNT#LODOVERLAND RELIEFPROPOSED CG-12LLOADING AREA TEST PIT REQUIREDTO BE REMOVEDEXISTING SITE LIGHTINGBENCHMARKGVPROPOSED SITE LIGHTINGEXISTING OVERHEAD WIREEXISTING GAS LINEEXISTING GAS VALVEWVEXISTING REDUCERPROPOSED GAS LINEPROPOSED GAS VALVEWVPROPOSED REDUCERGVEXISTING WATER METERPROPOSED WATER METERWMWMFINISHED FLOORPROPOSEDEXISTINGSQUARE FEETGROSS SQUARE FEETNET SQUARE FEETVISITOR PARKING SPACESTANDARD, COMPACT, AND HANDICAP PARKING SPACE DESIGNATORPROPOSED LIMITS OF DISTURBANCEPROJECTED TRAFFIC COUNTPROPOSED FENCEEXISTING RETAINING WALLPROPOSED RETAINING WALLEXISTING UNDERGROUND WIREPROPOSED SANITARY FORCE MAINEXISTING SANITARY FORCE MAINPROPOSED OVERHEAD WIREPROPOSED UNDERGROUND WIREEXISTING COMMUNICATIONS LINEPROPOSED COMMUNICATIONS LINEEXISTING FIBER OPTIC LINEPROPOSED FIBER OPTIC LINEPROPOSED SANITARY LATERAL CONNECTIONPROPOSED TREE LINEEXISTING TREEPROPOSED TREE08100810PROPOSED CURB & GUTTERPROPOSED POWER POLEEXISTING WATER SURFACEPROPOSED WATER SURFACEEXISTING MAJOR FLOODPLAINEXISTING MINOR FLOODPLAINEXISTING RESOURCE PROTECTION AREASTREET NAME SIGNSECONDARY BUILDING ENTRANCEOLRELEVATIONLOWER LEVELGARAGE FLOORPROPOSED RIGHT-OF-WAY LINEPROPOSED LOT LINEPLAN STATUSDATEDESCRIPTION1ST SUBMISSION2ND SUBMISSION TO AGENCIES12/23/201903/19/202004/30/2020-------00XXXX##'PROPOSED STORM STRUCTURE LABELPROPOSED SANITARY STRUCTURE LABELEASEMENT LABELEXISTING GUARDRAILPROPOSED GUARDRAILEXISTING CONSERVATION EASEMENTPROPOSED CONSERVATION EASEMENTEXISTING TEMP CONSTRUCTION EASEMENTPROPOSED TEMP CONSTRUCTION EASEMENTEXISTING ELECTRIC EASEMENTPROPOSED ELECTRIC EASEMENTEXISTING FLOODPLAIN EASEMENTPROPOSED FLOODPLAIN EASEMENTEXISTING INGRESS/EGRESS EASEMENTPROPOSED INGRESS/EGRESS EASEMENTEXISTING LINE OF SIGHT EASEMENTPROPOSED LINE OF SIGHT EASEMENTEXISTING MAINTENANCE EASEMENTPROPOSED MAINTENANCE EASEMENTEXISTING ACCESS EASEMENTPROPOSED ACCESS EASEMENTEXISTING RIPARIAN EASEMENTPROPOSED RIPARIAN EASEMENTEXISTING SANITARY EASEMENTPROPOSED SANITARY EASEMENTEXISTING STORM DRAIN EASEMENTPROPOSED STORM DRAIN EASEMENTEXISTING STORM WATER MANAGEMENT EASEMENTPROPOSED STORM WATER MANAGEMENT EASEMENTEXISTING FREDERICK COUNTY WATER LINE EASEMENTPROPOSED FREDERICK COUNTY WATER LINE EASEMENTCSV##'CSV##'CON##'CON##'E##'E##'FLD##'FLD##'I/E##'I/E##'LOS##'LOS##'MNT##'MNT##'PAE##'PAE##'RIP##'RIP##'S##'S##'SD##'SD##'SWM##'SWM##'W##'W##'PROPOSED SIDEWALKPROPOSED DITCH CENTERLINEEXISTING DITCH CENTERLINEPROPOSED RIPRAP BOUNDARYEXISTING RIPRAP BOUNDARYEXISTING WATER VALVEPROPOSED WATER VALVEEXISTING 2-YEAR WATER SURFACEEXISTING 10-YEAR WATER SURFACEEXISTING 100-YEAR WATER SURFACEPROPOSED 2-YEAR WATER SURFACEPROPOSED 10-YEAR WATER SURFACEPROPOSED 100-YEAR WATER SURFACE00XXEXISTING STORM STRUCTURE LABELEXISTING SANITARY STRUCTURE LABELEXEX25WATERLINE STATIONINGTYPICAL LOT LAYOUTNOTE: SEE SHEETS 77-78 FOR LANDSCAPE INFORMATION.ZONING & SITE COMPUTATIONSLOT AREASDEVELOPMENT TABLEPARCEL AREAS 54' RIGHT OF WAY24' TRAVEL WAY12' TRAVEL LANE2.5'3.5'UTILITYSTRIP5.0'SIDEWALK4.0'12' TRAVEL LANE2.5'5.0'SIDEWALK4.0'3.5'UTILITYSTRIPPROP. UNDERDRAIN PERVDOT UD-4 DETAILPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-02-GNOTES.dwg [GNOTES] July 15, 2020 - 2:04pm awells GENERAL NOTES & DETAILS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA0383 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIROAD TYPICAL SECTIONNOT TO SCALETYPICAL PAVEMENT SECTIONTYPICAL CONCRETE SIDEWALK SECTIONNOT TO SCALEVDOT GENERAL NOTES□□□””INSPECTION NOTES PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-02-GNOTES.dwg [FREDERICK WATER DETAILS] July 15, 2020 - 2:04pm awells FREDERICK WATER DETAILS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA0483 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINI 41C41C3B3B41E41E9B3B9B9B3B12128RAVEN POINTE SECTION 6,PHASE 112734131RAVENWINGSECTIONRAVEN POINTE SECTION 5INVERLEE WAY129130INVERLEE WAY3635343332313029282737TAGGART DRIVEN/FLLOYD P. FISHER ESTATEN/FSTEVEN D. SHUMAN, SR.KINROSS DRIVEN/FCARPER FARMSOUTH, LLCN/FCARPER FARMSOUTH, LLCN/FCARPER FARM EAST, LLCN/FCARPER FARMNORTH, LLCGLAIZE DEVELOPMENTS,INCORPORATEDMILLWOOD PIKE575859 K I L LAN E Y C OU R T SUMMERFIELD DRIVEGLAIZE DEVELOPMENTS, INCORPORATEDGLAIZE DEVELOPMENTS, INCORPORATEDINVERLEE WAYSTREAM REACH APLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-03-OVERVIEW.dwg [OVERVIEW] July 15, 2020 - 2:04pm awells EXISTING CONDITIONS OVERVIEW & SOILS MAP SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA0583 RA1901DECEMBER, 2019N/A1" = 100'12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE50100200100VA. STATE GRID NAD 83 NORTHNSOILS LEGENDEX. EASEMENT LEGENDLEGENDSOILS LINE41ESOIL CLASSIFICATIONOPEN WATER AREASEMERGENT WETLAND AREASINTERMITTENT STREAMPERENNIAL STREAL INVERLEE WAYN/FLLOYD P. FISHER ESTATEN/FSTEVEN D. SHUMAN, SR.KINR O S S D RI V E 57INVERLEE WAY IN T E R M I T T E N T S T R E A M (P E R W S S I ' S O B S E R V A T I O N S ) PA U L S T R I N E E M E R G E N T WE T L A N D A R E A S IN T E R M I T T E N T S T R E A M (P E R W S S I ' S O B S E R V A T I O N S ) ST R E A M R E A C H A PE R E N N I A L S T R E A M ( P E R WS S I ' S O B S E R V A T I O N S )PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-05-EXISTING & DEMO.dwg [DEMO] July 15, 2020 - 2:05pm awells EXISTING CONDITIONS & DEMOLITION PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA0683 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030NOTES:1.SEE SHEET 02 FOR FULL LEGEND2.ALL EXISTING TREES AND SHRUBS WITHIN THE LIMITS OFDISTURBANCE ARE TO BE REMOVED PRIOR TOCONSTRUCTION.3.ALL APPLICABLE USACE PERMITS WILL BE OBTAINED FORDISTURBANCE OF WETLANDS/ STREAMS PRIOR TOCONSTRUCTION.1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'LEGENDAREA TO BE REMOVEDVA. S T A T E G R I D N O R T HN OPEN WATER AREASEMERGENT WETLAND AREASINTERMITTENT STREAMPERENNIAL STREAL N/ F CA R P E R F A R M SO U T H , L L C GL A I Z E D E V E L O P M E N T S , I N C O R P O R A T E D PAULSTRINE EMERGENTWETLAND AREAS INTERMITTENT STREAM(PER WSSI'S OBSERVATIONS)PAULSTRINE EMERGENTWETLAND AREAS PA U L S T R I N E E M E R G E N T WE T L A N D A R E A S IN T E R M I T T E N T S T R E A M (PE R W S S I ' S O B S E R V A T I O N S ) IN T E R M I T T E N T S T R E A M (PE R W S S I ' S O B S E R V A T I O N S )PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-05-EXISTING & DEMO.dwg [DEMO(2)] July 15, 2020 - 2:05pm awells EXISTING CONDITIONS & DEMOLITION PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA0783 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2 128 127 34 131 129 130 5758 59910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPSCALE: 1"=800'VA. STATE GRID NAD 83 NORTHNVA. S T A T E G R I D N O R T HN LEGENDAREA TO BE REMOVEDOPEN WATER AREASEMERGENT WETLAND AREASINTERMITTENT STREAMNOTES:1.SEE SHEET 02 FOR FULL LEGEND2.ALL EXISTING TREES AND SHRUBS WITHIN THE LIMITS OFDISTURBANCE ARE TO BE REMOVED PRIOR TOCONSTRUCTION.PERENNIAL STREAL N/FCARPER FARMSOUTH, LLCN/FCARPER FARMSOUTH, LLCGLAIZE DEVELOPMENTS, INCORPORATEDPAULSTRINE EMERGENTWETLAND AREASINTERMITTENT STREAM(PER WSSI'S OBSERVATIONS)PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-05-EXISTING & DEMO.dwg [DEMO(3)] July 15, 2020 - 2:05pm awells EXISTING CONDITIONS & DEMOLITION PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA0883 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2 128 127 34 131 129 130 5758 59910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPSCALE: 1"=800'VA. STATE GRID NAD 83 NORTHNVA. STATE GRID NORTHNLEGENDAREA TO BE REMOVEDOPEN WATER AREASEMERGENT WETLAND AREASINTERMITTENT STREAMNOTES:1.SEE SHEET 02 FOR FULL LEGEND2.ALL EXISTING TREES AND SHRUBS WITHIN THE LIMITS OFDISTURBANCE ARE TO BE REMOVED PRIOR TOCONSTRUCTION.PERENNIAL STREAL 3635TAGGART DRIVEGLAIZE DEVELOPMENTS, INCORPORATEDPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-05-EXISTING & DEMO.dwg [DEMO(4)] July 15, 2020 - 2:05pm awells EXISTING CONDITIONS & DEMOLITION PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA0983 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2 128 127 34 131 129 130 5758 59910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPSCALE: 1"=800'VA. STATE GRID NAD 83 NORTHNVA. STATE GRID NORTHNLEGENDAREA TO BE REMOVEDOPEN WATER AREASEMERGENT WETLAND AREASINTERMITTENT STREAMNOTES:1.SEE SHEET 02 FOR FULL LEGEND2.ALL EXISTING TREES AND SHRUBS WITHIN THE LIMITS OFDISTURBANCE ARE TO BE REMOVED PRIOR TOCONSTRUCTION.PERENNIAL STREAL INVERLEE WAYGLAIZE DEVELOPMENTS , INCORPORATED INTERMITTENT STREAM(PER WSSI'S OBSERVATIONS)PAULSTRINE EMERGENTWETLAND AREAS PAUL STR INE EMERG ENTWETLAND AREA S INT ERM ITTENT STR EAM (P ER W S S I ' S OB S ERVAT ION S )PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-05-EXISTING & DEMO.dwg [DEMO(5)] July 15, 2020 - 2:05pm awells EXISTING CONDITIONS & DEMOLITION PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1083 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2 128 127 34 131 129 130 5758 59910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPSCALE: 1"=800'VA. STATE GRID NAD 83 NORTHNV A . S T A T E G R I D N O R T HN LEGENDAREA TO BE REMOVEDOPEN WATER AREASEMERGENT WETLAND AREASINTERMITTENT STREAMNOTES:1.SEE SHEET 02 FOR FULL LEGEND2.ALL EXISTING TREES AND SHRUBS WITHIN THE LIMITS OFDISTURBANCE ARE TO BE REMOVED PRIOR TOCONSTRUCTION.PERENNIAL STREAL INVERLEE WAY3 7 TAGGART DRIVEGLAIZE DEVELOPMENTS,INCORPORATEDGLAIZE DEVELOPMENTS , INCORPORATED PAULSTRINE EMERGENTWETLAND AREAS PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-05-EXISTING & DEMO.dwg [DEMO(6)] July 15, 2020 - 2:05pm awells EXISTING CONDITIONS & DEMOLITION PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1183 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2 128 127 34 131 129 130 5758 59910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPSCALE: 1"=800'VA. STATE GRID NAD 83 NORTHNV A . S T A T E G R I D N O R T HN LEGENDAREA TO BE REMOVEDOPEN WATER AREASEMERGENT WETLAND AREASINTERMITTENT STREAMNOTES:1.SEE SHEET 02 FOR FULL LEGEND2.ALL EXISTING TREES AND SHRUBS WITHIN THE LIMITS OFDISTURBANCE ARE TO BE REMOVED PRIOR TOCONSTRUCTION.PERENNIAL STREAL 3635 3 4 3 3 3 2 3 1 3 0 2 9 2 8 TAGGART DRIVEN/FCARPER FARM EAST , LLCN/FCARPER FARMNORTH, LLCSUMMERFIELD DRIVEPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-05-EXISTING & DEMO.dwg [DEMO(7)] July 15, 2020 - 2:05pm awells EXISTING CONDITIONS & DEMOLITION PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1283 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2 128 127 34 131 129 130 5758 59910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPSCALE: 1"=800'VA. STATE GRID NAD 83 NORTHNV A . S T A T E G R I D N O R T HN LEGENDAREA TO BE REMOVEDOPEN WATER AREASEMERGENT WETLAND AREASINTERMITTENT STREAMNOTES:1.SEE SHEET 02 FOR FULL LEGEND2.ALL EXISTING TREES AND SHRUBS WITHIN THE LIMITS OFDISTURBANCE ARE TO BE REMOVED PRIOR TOCONSTRUCTION.PERENNIAL STREAL 788010091011121314151687654321171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970727374777981828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697545 VPD8 2 3 V PD PROPOSED 8' TRAILPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAKS DR IVE (PUB L IC ) 54 ' R .O .W .PROPOSED SPEED = 25 MPHPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. LENORE LANE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. EDGAR LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH P R O P . E D G A R L A N E (P U B L I C ) 5 4 ' R . O . W . PR O P O S E D S P E E D = 2 5 M P H PROP. WALLBMP MAINTENANCEACCESSVDOT CG-11ENTRANCESWM PONDPROP. WALLPROP. WALLLIMITS OF TRAIL TOBE REPLACED545 VPD545 VPD 450 VPD450 VPD392 VPD 392 VPDRECREATION AREA- TOT LOTRECREATIONAREASAN.LATERAL(TYP.)SAN.LATERAL(TYP.)SAN.LATERAL(TYP.)SAN.LATERAL(TYP.)SAN.LATERAL(TYP.)W/M &LATERAL(TYP)W/M &LATERAL(TYP)W/M &LATERAL(TYP)W/M &LATERAL(TYP)W/M &LATERAL(TYP)PROP. WALLWETLANDCELLFOREBAY15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK25' FRONT SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACKPROP. CG-9BENTRANCEPROP. CG-9BENTRANCEPROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXPROP.R.O.W.EASEMENTR.O.W. FOR FUTURECONNECTION PERVDOT REQUIREMENTSPROP.R.O.W.EASEMENTW/M &LATERAL(TYP)PROP. STREETLIGHT (TYP.)W/M & LATERAL(SERVICE TO BE IN4" PVC SLEEVE FROMMAIN TO METERLIMITS OF TRAIL TOBE REPLACEDPROP. ADARAMPPROP. ADARAMPPROP. ADARAMPPROP. ADARAMPPROP. 40'TAPERPROP. TRAILREALIGNMENTPROP. TRAILREALIGNMENTPROP. 40'TAPER25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK12128RAVEN POINTE SECTION 6,PHASE 112734131RAVENWINGSECTIONRAVEN POINTE SECTION 5INVERLEE WAY129130INVERLEE WAY36353433323130292827262537TAGGART DRIVEN/FLLOYD P. FISHER ESTATEN/FSTEVEN D. SHUMAN, SR.KINROSS DRIVEN/FCARPER FARMSOUTH, LLCN/FCARPER FARMSOUTH, LLCN/FCARPER FARM EAST, LLCN/FCARPER FARMNORTH, LLCGLAIZE DEVELOPMENTS,INCORPORATEDMILLWOOD PIKE575859 K I L LA N EY COU R T SUMMERFIELD DRIVEINVERLEE WAYSTREAM REACH APARCEL APARCEL EPARCEL BPARCEL CPARCEL DPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-06-GEOMETRY OVERVIEW.dwg [OVERALL] July 15, 2020 - 2:06pm awells PROPOSED SITE OVERVIEW SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1383 RA1901DECEMBER, 20192'1" = 100'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE50100200100VA. STATE GRID NAD 83 NORTHNLEGENDPROP. 5' SIDWALKPARCEL AREA 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 24' 54' R.O.W. 54' R.O.W.PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH12'PR O P . W A L L BM P M A I N T E N A N C E AC C E S S VD O T C G - 1 1 EN T R A N C E PR O P . W A L L LI M I T S O F T R A I L T O BE R E P L A C E D 545 VPDSA N . LA T E R A L (T Y P . ) W/ M & LA T E R A L (T Y P )15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACKR 4 8 ' R4 1 ' W/ M & LA T E R A L (T Y P ) LI M I T S O F T R A I L T O BE R E P L A C E D INVERLEE WAYN/FLLOYD P. FISHER ESTATEN/FSTEVEN D. SHUMAN, SR.KINR O S S D RI V E 57INVERLEE WAY ST R E A M R E A C H A 20212223103 B103 F 103 D 103 C103 G 103 A103 E 24 25131.43' - 15" RCP@ 2.00%31.17' - 15" RCP @ 0.50%234.73' - 15" RCP@ 2.00%31.17' - 15" RCP @ 0.50%97.98' - 15" RCP@ 2.00%31.17' - 15" 104 F 104 G 150.00' - 15" RCP@ 2.00%200.00' - 15" RCP@ 1.75%WATERLINE "B" - 8" CL 52 DIPCONTRACTOR TO TEST PIT;REMOVE EX. CAP AND CONNECTTO EX. WATER MAINPROP. 8" PVC SAN.PROP. 8" PVC SAN.34.7 2' - 2 4" R C P @ 2. 0 0 % ( x 2) UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N 26 W A T E R L I N E " B " 8 " C L 5 2 D I P PROP. EW-12 W/DEBRIS CAGEINV = 649.0(SEE DETAIL, SHT 59A)PROP. 6" DIPPOND DRAIN@0.50%PROP. MH W/ 6" GATE VALVEFOR POND MAINTENANCERIM=651.5INV IN = 648.33 (6" DIP)INV OUT = 648.23 (8" HDPE)PROP. 8" HDPE5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' R E A R S E T B A C K PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-06-GEOMETRY.dwg [GEO] July 15, 2020 - 2:06pm awells GEOMETRIC & UTILITY PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1483 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALKVA. S T A T E G R I D N O R T HN1212812734 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'NOTE:1. SEE SHEET 02 FOR STANDARD LOT LAYOUT,SETBACK REQUIREMENTS, AND LEGEND.2. ALL CG-12'S TO BE TYPE C.UTILITY NOTES1.ALL PROPOSED WATER AND SEWER TO BEOWNED AND MAINTAINED BY FREDERICKWATER.2.WATER SERVICE LATERALS TO BE 1" ANDMETERS TO BE 58" DIAMETER.3.EXTEND WATER SERVICE AND TRACERWIRE 8' BEYOND METER FOR FUTURECONNECTION.4.REFER TO VDOT NOTE V-21 ON SHEET 01FOR INSTALLATION OF 36" PIPE ORLARGER.25WATERLINE STATIONINGBUILDING SETBACK LINEPROP. STREET LIGHT 9 101112131415 8 7 6 5 4 3 222232425262728 29 30 31 32 33 34 35 36 94 95 96 104 105 106 107 108 109 110 111 112 113 114 115 116 117 97545 VPD24' 24'30'54' R.O.W.PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. EDGAR LANE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH PROP O S E D S P E E D = 2 5 M P H SWM PONDPROP. WALL PR O P . W A L L 545 VPDRE C R E A T I O N A R E A - T O T L O T SA N . LA T E R A L (T Y P . ) W/M &LATERAL(TYP) W/ M & LA T E R A L (T Y P ) W/ M & LA T E R A L (T Y P ) WETLANDCELLFOREBAY5' SIDE SETBACK5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 25' FRONT SETBACK25' FRONT SETBACK 5' SIDE SETBACK5' S IDE SETBACK 15' REAR SETBACK 25' F R O N T S E T B A C K R30'54' R.O.W.R30' R48' PR O P . 16 S L O T MA I L B O X PR O P . 16 S L O T MA I L B O X W/M &LATERAL(TYP) PR O P . S T R E E T LI G H T ( T Y P . ) LIMITS OF TRAIL TOBE REPLACED N/ F CA R P E R F A R M SO U T H , L L C WATERLINE "A" 8" CL 52 DIP WATERLINE "B" 8" CL 52 DIP10 11 12 13 14 15 191415161718192021102 101103 105105 A 106106 A 103B103F 201 203 204 206 205 104 B 104 206 A 104 A 103A103E 234.73' - 15" RCP@ 2.00%31.17' - 15"RCP@ 0.50%97.98' - 15" RCP@ 2.00%31.17' - 15"RCP@ 0.50%63.78' - 18" RCP@ 2.00%125.17' - 30" RCP@ 3.00%85.02' - 30" RCP@ 5.00%31.67' - 30"RCP@ 3.25%68.56' - 30" RCP@ 0.50%204.09' - 24" RCP@ 3.25%31.17' - 15" RCP @ 0.50%266.16' - 24" RCP@ 3.25%31.17' - 15" RCP @ 0.50%97.51' - 24" RCP@ 3.25%146.24' - 36" RCP@ 1.67%38.99' -36" RCP@ 1.67%31.18' -36" RCP@ 3.30%113.55' - 36" RCP@ 1.00%56.84' - 2 4 " R C P @ 2.00% 146.90' - 30" RCP @ 4.50% 104 C 104 D 104E104F 111.70' - 30" RCP @ 5.00%62.44' - 15" RCP@ 2.00%150.00' - 15" RCP@ 2.00%67.90' - 15" RCP@ 2.00%150.00' - 15" RCP@ 2.00%200.00' - 15" RCP@ 1.75%106 B 205 A 41.18' - 30" RCP@ 0.75%WATE R LI N E " A" - 8" C L 5 2 DI PPROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC S A N .PROP. 8" PVC SAN.PROP . 8" P V C S A N . PROP. 8" PVC SAN.64.88' - 15" RCP@ 0.50%UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD-4UNDERDRAIN UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD-4UNDERDRAIN PROP. EW-12 W/DEBRIS CAGEINV = 649.0(SEE DETAIL, SHT 59A)PROP. 6" DIPPOND DRAIN@0.50%PROP. MH W/ 6" GATE VALVEFOR POND MAINTENANCERIM=651.5INV IN = 648.33 (6" DIP)INV OUT = 648.23 (8" HDPE)PROP. 8" HDPE15' REAR SETBACK5' S I D E S E T B A C K 15' R E A R S E T B A C K 15' R E A R S E T B A C K 5' SIDE SETBACK15' R E A R S E T B A C K 5' SIDE SETBACK5' SIDE SETBACK15' R E A R S E T B A C K 25' F R O N T S E T B A C K 15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK25' FRONT SETBACK 5' SIDE SETBACK 15' REAR SETBACK 25' FRONT SETBACK 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK 25' FRONT SETBACK 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK 25' FRONT SETBACK 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK15' REAR SETBACK 5' SID E S E T B A C K 15' REAR SETBACK 25' F R O N T S E T B A C K 5' SID E S E T B A C K 5' SID E S E T B A C K15' REAR SETBACK25' FRONT SETBACK 5' SID E S E T B A C K 5' SID E S E T B A C K15' REAR SETBACK25' FRONT SETBACK5' SID E S E T B A C K 5' SID E S E T B A C K 25' FRONT SETBACK 15' REAR SETBACK 5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK 15' REAR SETBACK 5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK 15' REAR SETBACK 5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 25' F R O N T S E T B A C K 15' REAR SETBACK 5' SIDE SETBACK5' SIDE SETBACK 25' FR O N T S E T B A C K 15' REAR SETBACK 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK5' SIDE SETBACK 15' REAR S E T B A C K 25' FRON T S E T B A C K 5' S IDE SETBACK5' SIDE SETBACK25' F R O N T S E T B A C K 15' R E A R S E T B A C K 25' F R O N T S E T B A C K 5' S IDE SETBACK5' S IDE SETBACK 15' R E A R S E T B A C K 25' F R O N T S E T B A C K 5' S IDE SETBACK5' SIDE SETBACKPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-06-GEOMETRY.dwg [GEO(2)] July 15, 2020 - 2:06pm awells GEOMETRIC & UTILITY PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1583 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. S T A T E G R I D N O R T HN NOTE:1. SEE SHEET 02 FOR STANDARD LOT LAYOUT,SETBACK REQUIREMENTS, AND LEGEND.2. ALL CG-12'S TO BE TYPE C.25WATERLINE STATIONINGUTILITY NOTES1.ALL PROPOSED WATER AND SEWER TO BEOWNED AND MAINTAINED BY FREDERICKWATER.2.WATER SERVICE LATERALS TO BE 1" ANDMETERS TO BE 58" DIAMETER.3.EXTEND WATER SERVICE AND TRACERWIRE 8' BEYOND METER FOR FUTURECONNECTION.4.REFER TO VDOT NOTE V-21 ON SHEET 01FOR INSTALLATION OF 36" PIPE ORLARGER.BUILDING SETBACK LINEPROP. STREET LIGHT 1003334353637383940414243444546474849505152535455565710110210310410510610712012112212312412512612712812913713813914014114214324'24'24'24'54' R.O.W.PROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH PROP. WALL545 VPD 450 VPDRECREATION AREA- TOT LOTSAN.LATERAL(TYP.)W/M &LATERAL(TYP)W/M &LATERAL(TYP)25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACKR30'R30'R30'R 3 0 'R48'R41'PROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXPROP.R.O.W.EASEMENTR.O.W. FOR FUTURECONNECTION PERVDOT REQUIREMENTSPROP.R.O.W.EASEMENTPROP. STREETLIGHT (TYP.)N/FCARPER FARMSOUTH, LLCN/FCARPER FARMSOUTH, LLCWATERLINE "B" 8" CL 52 DIPWATERLINE "C" 8" CL 52 DIPWATERLINE "C" 8" CL 52 DIPWATERLINE "D"8" CL 52 DIP10 11 12 13 14 15101112 1314151617181011121314109106106A107107A107B108109A110111112113114218212E107C107D219112A112B113A266.16' - 24" RCP@ 3.25%31.17 ' - 15 "RCP@ 0 .50%97.51' - 24" RCP@ 3.25%108.80' - 15" RCP@ 2.00%31.17' - 15" RCP @ 1.40% 131.44' - 15" RCP @ 0.50%105.00' - 15" RCP@ 0.50%31.32' -24" RCP@ 1.00%4 7 . 9 3 ' - 2 4 " R C P@ 1 . 0 0 %31.17' -15" RCP@ 0.50%193.07' - 24" RCP @ 1.75%31.17' -24" RCP@ 0.75%62.68' - 15" RCP@ 0.50%31.17' -15" RCP@ 0.50%31.22' -18" RCP @ 0.50%72.17' - 15" RCP @ 0.50%121.88' - 15" RCP@ 0.50%100.00' - 15" RCP@ 0.50%31.17' - 15" RCP @0.50%104D106B111A217E114A30.71' -18" RCP@ 1.00%23.32' -18" RCP@ 1.00%157.94' - 15" RCP@ 0.50%PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.64.88' - 15" RCP @ 0.50%UD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINPROP. 6"REDUCER &VALVE25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' S IDE SETBACK5' S IDE SETBACK25' FRONT SETBACK5' S IDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACKPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-06-GEOMETRY.dwg [GEO(3)] July 15, 2020 - 2:07pm awells GEOMETRIC & UTILITY PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1683 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030VA. STATE GRID NAD 83 NORTHNLEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'AREA TO BE DESIGNEDUNDER SEPARATE COVERNOTE:1. SEE SHEET 02 FOR STANDARD LOT LAYOUT,SETBACK REQUIREMENTS, AND LEGEND.2. ALL CG-12'S TO BE TYPE C.25WATERLINE STATIONINGUTILITY NOTES1.ALL PROPOSED WATER AND SEWER TO BEOWNED AND MAINTAINED BY FREDERICKWATER.2.WATER SERVICE LATERALS TO BE 1" ANDMETERS TO BE 58" DIAMETER.3.EXTEND WATER SERVICE AND TRACERWIRE 8' BEYOND METER FOR FUTURECONNECTION.4.REFER TO VDOT NOTE V-21 ON SHEET 01FOR INSTALLATION OF 36" PIPE ORLARGER.BUILDING SETBACK LINEPROP. STREET LIGHT COMMUNITY CENTERAREA (DESIGN PROVIDEDUNDER SEPARATE COVER)7880100575859606162636465666768697072737477798182831281291301311321331341351361371387671758 2 3 V PD24'PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH54' R.O.W.PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAKS DR IVE (PUBL IC ) 54 ' R .O .W .PROPOSED SPEED = 25 MPH PROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH 450 VPD392 VPD RECREATIONAREASAN.LATERAL(TYP.)SAN.LATERAL(TYP.)W/M &LATERAL(TYP)W/M &LATERAL(TYP)25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK25' FRONT SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACKPROP. CG-9BENTRANCE24'R30'R30'R30'R30'R30'R30 'R41'R48'R35'PROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXPROP. 10' SAN.EASEMENTEXPANSIONW/M & LATERAL(SERVICE TO BE IN4" PVC SLEEVE FROMMAIN TO METERPROP. ADARAMPPROP. ADARAMP25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK3635TAGGART DRIVEWATERLINE "A"8" CL 52 DIPWATERLINE "A"8" CL 52 DIPWATERLINE "C" - 8" CL 52 DIPWATERLINE "C"8" CL 52 DIPWATERLINE "D"8" CL 52 DIPWATERLINE "E"242526272818192021222324151617101112210210A212212A212B212C213215217217A217B218214A215A215B215C215D402403214212D212E210B215E21621929.17' -15" RCP@ 0.50%43.64' - 15" RCP@ 0.50%147.60' - 30" RCP @ 0.75%99.92' - 15" RCP@ 1.05%31.17' -15" RCP@ 0.55%131.42' - 15" RCP@ 0.50%55.00' - 15" RCP@ 0.50%100.00' - 15" RCP@ 0.50%31.17' -30" RCP@ 0.75%44.20' -24" RCP@ 1.75%31.17' -15" RCP@ 0.50%199.13' - 24" RCP@ 1.50%31.12' - 18"RCP@ 1.50%45.06' - 18"RCP@ 1.00%238.66' - 18" RCP@ 0.50%31.17' - 15" RCP @ 0.50% 46.37' -24" RCP@ 0.50%75.91' - 24" RCP@ 0.50%126.43' - 15" RCP@0.65%31.17' -15" RCP@0.50%32.67' -18" RCP@0.50%120.67' - 18" RCP@0.50% 60.48' - 1 8 " R C P @ 0.5 0 %31.24' -18" RCP@0.50%217C217D215F207.52' - 15" RCP@0.50%107.48' - 15" RCP@0.50%100.00' 15" RCP@0.50%106.96' - 18" RCP@0.50%123.61' - 15" RCP@0.50%RELOCATEDHYDRANTPROP. WATERLINE"E" 8" CL 52 DIPCONTRACTOR TO CONN.TO EX. WATER MAIN &REMOVE EX. HYDRANTAND PROVIDE TO FRED.WATER INSPECTORCONTRACTOR TOCONN. TO EX.MANHOLE8" STUB FOR FUTURE RECCENTER (SEE SHEET 04 FORFLUSHING ASSEMBLY DETAIL)PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8 " PVC SAN .50221137.28' -15" RCP@ 0.50%PROP. ADS GRATE INLET(TEMPORARY STRUCTUREUNTIL COMMUNITY CENTERIS BUILT)216A31.17' -15" RCP@ 0.50%UD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAIN63.35' -15" RCP@0.50%PROP. 8"REDUCER &VALVEPROP. 3"DIA. SLEEVE25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK 5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK 2 5 ' F RON T S E T B A C K15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK5' S IDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' S IDE SETBACK5' SIDE SETBACKPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-06-GEOMETRY.dwg [GEO(4)] July 15, 2020 - 2:07pm awells GEOMETRIC & UTILITY PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1783 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. STATE GRID NORTHNAREA TO BE DESIGNEDUNDER SEPARATE COVERNOTE:1. SEE SHEET 02 FOR STANDARD LOT LAYOUT,SETBACK REQUIREMENTS, AND LEGEND.2. ALL CG-12'S TO BE TYPE C.25WATERLINE STATIONINGUTILITY NOTES1.ALL PROPOSED WATER AND SEWER TO BEOWNED AND MAINTAINED BY FREDERICKWATER.2.WATER SERVICE LATERALS TO BE 1" ANDMETERS TO BE 58" DIAMETER.3.EXTEND WATER SERVICE AND TRACERWIRE 8' BEYOND METER FOR FUTURECONNECTION.4.REFER TO VDOT NOTE V-21 ON SHEET 01FOR INSTALLATION OF 36" PIPE ORLARGER.BUILDING SETBACK LINEPROP. STREET LIGHT 9 10 11 12 13 14 1587 6 5 4 32 1 9 0 9 1 9 2 9 3 9 4 9 5 9 6 1 0 2 1 0 3 1 1 0 1 1 1 1 1 2 1 1 3 1 1 4 1 1 5 1 1 6 1 1 7 1 1 8 1 1 9 9 7 545 VPD24'24'54' R.O.W.PROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPR O P . E D G A R L A N E (P U B L I C ) 5 4 ' R . O . W . PR O P O S E D S P E E D = 2 5 M P H PROP. EDGAR LANE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH SWM POND SAN . LAT ERA L (TYP . )W/M &LATERAL(TYP)W/M & LATERA L (TYP )PROP. WA L LWETLANDCELLFOREBAY5' SIDE SETBACK5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SE T B A C K 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK 25' FRONT SETBACK PROP. CG - 9B ENTRANCE54' R.O.W.R 4 8 'R41'R35'PROP. 16 S LOTMAI LBOXW/M &LATERAL(TYP)LIMITS OF TRAIL TOBE REPLACED PROP. ADARAMPPROP. ADARAMPPROP. 4 0 'TAPER8.15'PROP. TRA I LREA L IGNMENT PROP. TRA I LREA L IGNMENT PROP. 4 0 'TAPER INVERLEE WAYWA T E R L I N E " A " 8 " C L 5 2 D I P WATERLINE "A"8" CL 52 DIP11 12 13 14 15 1617181920211920102 101103103B103F 201 2 0 3 2 0 4 2 0 6 2 0 5 2 0 7 3 0 1 3 0 2 3 0 3 104 2 0 6 A 103A103E 2 0 8 2 0 8 A 31.17' - 15"RCP@ 0.50%97.98' - 15" RCP@ 2.00%31.17' - 15"RCP@ 0.50%63.78' - 18" RCP@ 2.00%125.17' - 30" RCP@ 3.00%85.02' - 30" RCP@ 5.00%31.67' - 30"RCP@ 3.25%68.56' - 30" RCP204.09' - 24" RCP@ 3.25%146.24' - 36" RCP@ 1.67%38.99' -36" RCP@ 1.67%31.18' -36" RCP@ 3.30%113.55' - 36" RCP@ 1.00%56.84' - 2 4 " R C P @ 2.00 % 146 . 9 0 ' - 3 0 " R C P @ 4 . 5 0 %124.49' - 30" RCP@ 1.85%31.95' - 15" RCP @ 0.50%104.44' - 30" RCP@ 1.85%59.10' - 18" RCP@1.10%31.17' - 18"RCP@1.00%2 0 5 A 3 0 4 41.18' - 30" RCP@ 0.75%CONTRACTOR TO TEST PIT;REMOVE EX. CAP AND CONNECTTO EX. WATER MAINWATERLINE "A" - 8" CL 52 DIP PROP. CUT - IN (CONTRACTOR TOCONN. TO EX . MA IN )PROP. 8" PVC SAN.PROP. 8" PVC SAN.34.72' - 24" RCP@ 2.00% (x2) PRO P . 8 " P V C S A N .PROP. 8" PVC SAN.PROP. 8" PVC SAN. PR O P . 8 " P V C S A N .16.30' -15" RCP@1.00%UD- 4UNDERDRA IN UD- 4UNDERDRA INUD- 4UNDERDRA INUD- 4UNDERDRAIN UD-4UNDERDRAINUD-4UNDERDRAIN UD- 4UNDERDRAINUD- 4UNDERDRA IN UD- 4UNDERDRA IN PROP. EW-12 W/DEBRIS CAGEINV = 649.0(SEE DETAIL, SHT 59A)PROP. 6" DIPPOND DRAIN@0.50%PROP. MH W/ 6" GATE VALVEFOR POND MAINTENANCERIM=651.5INV IN = 648.33 (6" DIP)INV OUT = 648.23 (8" HDPE)PROP. 8" HDPE1 5 ' REAR SETBACK 1 5 ' REAR SETBACK 5' SI D E S E T B A C K 1 5 ' REAR S ETBACK 5' SI D E S E T B A C K15' REAR SETBACK15' REAR SETBACK5' S I D E S E T B A C K 15' REAR SETBACK25' F R O N T S E T B A C K 5' S I D E S E T B A C K 15' R E A R S E T B A C K 25' F R O N T S E T B A C K 5' SIDE SETBACK5' SIDE SETBACK15' R E A R S E T B A C K 25' F R O N T S E T B A C K 5' SIDE SETBACK5' SIDE SETBACK15' R E A R S E T B A C K 25' F R O N T S E T B A C K 5' SIDE SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK15' REAR SETBACK2 5 ' F RON T S E T B A C K 5' SIDE SETBACK 5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' F R O N T S E T B A C K 15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' F R O N T S E T B A C K 15' REAR SETBACK 5' SIDE SETBACK5' SIDE SETBACK25' F R O N T S E T B A C K 15' REAR SET B A C K 5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK 25' FRONT SETBACK5' SIDE SETBACK 25' FRONT SETBACK 15' REAR SETBACK 5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK 15' REAR SETBACK 5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK 15' REAR SETBACK 5' SIDE SETBACK5' SIDE SETBACK15' REA R S E T B A C K 25' FRO N T S E T B A C K 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK 25' FRONT SETBACK 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK 25' FRONT SETBACK 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK 25' FRONT SETBACK 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK 25' FRONT SETBACK 5' SIDE SETBACK5' SIDE SETBACKPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-06-GEOMETRY.dwg [GEO(5)] July 15, 2020 - 2:07pm awells GEOMETRIC & UTILITY PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1883 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'V A . S T A T E G R I D N O R T HN NOTE:1. SEE SHEET 02 FOR STANDARD LOT LAYOUT,SETBACK REQUIREMENTS, AND LEGEND.2. ALL CG-12'S TO BE TYPE C.25WATERLINE STATIONINGUTILITY NOTES1.ALL PROPOSED WATER AND SEWER TO BEOWNED AND MAINTAINED BY FREDERICKWATER.2.WATER SERVICE LATERALS TO BE 1" ANDMETERS TO BE 58" DIAMETER.3.EXTEND WATER SERVICE AND TRACERWIRE 8' BEYOND METER FOR FUTURECONNECTION.4.REFER TO VDOT NOTE V-21 ON SHEET 01FOR INSTALLATION OF 36" PIPE ORLARGER.BUILDING SETBACK LINEPROP. STREET LIGHT COMMUNITY CENTERAREA (DE S IGN PROV IDEDUNDER SEPARATE COVER ) 7 8 8 0 100 7 3 7 4 7 7 7 9 8 1 8 2 8 3 8 4 8 5 8788899091929395969899101102103 1 3 3 1 3 4 1 3 5 1 3 6 7 6 7 5 8 6 97 823 V P D PROPOSED 8' TRAIL2 4 'PROP. NEVERMORE DR IVE (PUB L IC ) 54 ' R .O .W .PROPOS ED SPEED = 25 MPH54' R.O.W.PRO P . R A V E N O A K S D R I V E (PU B L I C ) 5 4 ' R . O . W . PRO P O S E D S P E E D = 2 5 M P HPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPRO P. L E N O R E L A N E (PUB LI C) 5 4' R. O. W. PRO P OS E D S P E E D = 2 5 M P H 392 VPD392 VPDSAN.LATERAL(TYP.)W/M &LATERAL(TYP)25' FRONT SETBACK25 ' F R O N T S E T B A C K 15' REAR SETBACK5' S I D E S E T B A C K PROP. CG - 9B ENTRANC E24'R30'R30'R30'R30'R48'R41'R35'PROP. 1 6 S LOTMAI LBOX PROP.16 SLOTMAILBOX PROP. ADARAMPPROP. ADARAMP5 ' S ID E SETBACK 15' REAR SETBACK25' FRONT SETBACK5 ' S IDE SETBACK 5 ' S IDE S ETBACK 15' REAR SETBACKINVERLEE WAY3 7 TAGGART DRIVEGLAIZE DEVELOPMENTS,INCORPORATEDWATERLINE "A"8" CL 52 DIPWATERLINE "A"8" CL 52 DIPWATERLINE "A"8" CL 52 DIPWATER L INE "D " 8 " C L 5 2 D IP WATERL INE " E "20212223242526272814 1 5 1 6 1 7 1 0 1 1 12 209 2 1 0 209A 2 1 0 A 2 1 2 2 1 2 A 2 1 2 B 2 1 2 C 2 1 3 2 1 5 2 1 4 A 2 1 5 A 2 1 5 B 4 0 1 4 0 2 4 0 3 2 1 4 208 208A 2 1 0 B 124.49' - 30" RCP@ 1.85%31.95' -15" RCP@ 0.50%104.44' - 30" RCP@ 1.85%31.19' -15" RCP@ 0.50%215.86' - 30" RCP @ 1.85%29. 1 7 ' - 15" R C P @ 0 . 5 0 %43.64' - 15" RCP@ 0.50%147.60' - 30" RCP @ 0.75%99 . 9 2 ' - 1 5 " RCP@ 1 . 05% 31.1 7' - 15" R C P @ 0. 5 5 % 131. 4 2' - 1 5" R C P @ 0. 5 0 % 31.1 7' - 30" R C P @ 0. 7 5 %44.20' -24" RCP@ 1.75%3 1 . 1 7 ' - 15 " RCP@ 0 . 5 0% 199. 1 3' - 2 4" R C P @ 1. 5 0 % 31 . 1 2 ' - 1 8 "RCP@ 1 .5 0%45.06' - 18"RCP@ 1.00%15" R C P @ 0. 5 0 %60.48' - 18" RCP@ 0.50%31.24' -18" RCP@0.50%RELOCAT EDHYDRANTPROP. WATER L INE "E " 8 " C L 5 2 D IPCONTRACTOR TO CONN .TO EX . WATER MA IN &REMOVE EX . HYDRANTAND PROV IDE TO FRED .WATER IN SPECTOR CONTRACTOR TOCONN. TO EX .MANHOL E 8 " STUB FOR FUTURE RECCENTER ( SEE SHEET 0 4 FOR F LU SH ING A S SEMB LY DETA I L )PROP. 8 " PVC SAN . PRO P. 8" P V C S A N. PRO P . 8 " P V C S A N .PROP. 8" PVC SAN.PROP. 8" PVC SAN.5 0 2 2 1 1 37.28' - 15" RCP @ 0.50%PROP. AD S GRATE IN LET (T EMPORARY STRUCTUREUNTI L COMMUN ITY CENTER I S BU I LT )UD- 4UNDERDRAIN UD- 4UNDERDRA IN UD- 4UNDERDRA IN UD- 4UNDERDRAIN UD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAIN UD- 4UNDERDRAIN UD- 4UNDERDRAIN UD- 4UNDERDRA INUD- 4UNDERDRA IN UD- 4UNDERDRAIN UD- 4UNDERDRA IN UD- 4UNDERDRAIN 63.35' -15" RCP@0.50%25 ' FRONT S ETBACK 5' SI D E S E T B A C K 2 5 ' FRONT SETBACK 1 5 ' REAR SETBACK 5' SI D E S E T B A C K 5' SI D E S E T B A C K 1 5 ' REAR S ETBACK25' FRONT SETBACK15' REAR SETBACK5 ' S IDE SETBACK 2 5 ' FRONT S ETBACK 25' FRONT SETBACK15' REAR SETBACK5 ' S IDE SETBACK 5 ' S IDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5 ' S IDE S ETBACK 5 ' S ID E SETBACK 15' R E A R S E T B A C K 2 5 ' FRONT SETBACK 2 5 ' FRONT SETBACK 5' SI D E S E T B A C K 5' SI D E S E T B A C K 1 5 ' REAR SETBACK 2 5 ' FRONT SETBACK 5' SI D E S E T B A C K 5' SI D E S E T B A C K 15' REAR SETBACK25' FRONT SETBACK5 ' S IDE SETBACK 5 ' S IDE SETBACK 15' REAR SETBACK25' FRONT SETBACK2 5 ' FRONT S ETBACK 5 ' S ID E SETBACK 15' REAR SETBACK25' FRONT SETBACK 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK15' REAR SETBACK5' SIDE SETBACK 25' FRONT SETBACK 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' R E A R S E T B A C K 25 ' F R O N T S E T B A C K 5' SIDE SETBACK5' SIDE SETBACK15' R E A R S E T B A C K 25' F R O N T S E T B A C K 5' SIDE SETBACK5' SIDE SETBACK15' R E A R S E T B A C K 25' F R O N T S E T B A C K5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE S E T B A C K25' FRONT SETBACK15' REAR SETBACK5' SIDE S E T B A C K 5' SI D E S E T B A C K25' FRONT SETBACK15' REAR SETBACK5' SI D E S E T B A C K 5' S I D E S E T B A C K25' FRONT SETBACK15' REAR SETBACK5' S I D E S E T B A C K 5' S I D E S E T B A C K 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-06-GEOMETRY.dwg [GEO(6)] July 15, 2020 - 2:07pm awells GEOMETRIC & UTILITY PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1983 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'V A . S T A T E G R I D N O R T HN AREA TO BE DESIGNEDUNDER SEPARATE COVERNOTE:1. SEE SHEET 02 FOR STANDARD LOT LAYOUT,SETBACK REQUIREMENTS, AND LEGEND.2. ALL CG-12'S TO BE TYPE C.25WATERLINE STATIONINGUTILITY NOTES1.ALL PROPOSED WATER AND SEWER TO BEOWNED AND MAINTAINED BY FREDERICKWATER.2.WATER SERVICE LATERALS TO BE 1" ANDMETERS TO BE 58" DIAMETER.3.EXTEND WATER SERVICE AND TRACERWIRE 8' BEYOND METER FOR FUTURECONNECTION.4.REFER TO VDOT NOTE V-21 ON SHEET 01FOR INSTALLATION OF 36" PIPE ORLARGER.BUILDING SETBACK LINEPROP. STREET LIGHT 78 80666768 6 9 7 0 72737477 7976 7175PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH450 VPD RECR EAT IONAREA SAN . LATERA L (TYP . )W/M & LAT ERA L (TYP ) 80' FUTURE R.O.W. 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK PROP. CG-9BENTRANCER41'R48'R35'PROP. 10' SAN.EASEMENTEXPANSION W/M & LAT ERA L ( S ERV ICE TO BE IN 4 " PVC S L E EV E FROMMAIN TO M ET ER PROP. ADARAMPPROP. ADARAMP3635 3 4 3 3 3 2 3 1 3 0 2 9 2 8 TAGGART DRIVEN/FCARPER FARM EAST , LLCN/FCARPER FARMNORTH, LLCSUMMERFIELD DRIVEWATERLINE "C"8" CL 52 DIP2223 2 4 215A215B 215C 2 1 5 D 40331.12' - 18"RCP@ 1.50%45.06' - 18"RCP@ 1.00%238.66' - 18" RCP@ 0.50%15" RCP@ 0.50% 2 1 5 F 106.96' - 18" RCP@0.50%123.61' - 15" RCP@0.50%CONTRACTOR TOCONN. TO EX.MANHOLEPROP. 8" PVC SAN.PROP. 8" PVC SAN.502UD-4UNDERDRAIN UD- 4UNDERDRA INUNDERDRAIN 63.35' -15" RCP@0.50%PROP. 8 "REDUCER &VALV E PROP. 3"DIA. SLEEVE25' FRONT SETBACK5' SIDE SETBACK25' FRONT SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 2 5 ' FRONT SETBACK 1 5 ' R EAR S ETBACK 5' SI D E S E T B A C K 5' SI D E S E T B A C K 25' FRONT SETBACK 1 5 ' R EAR S ETBACK 5' SIDE SETBACK 5' SI D E S E T B A C K 5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK 15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK 15' REAR SETBACK 25' FRO N T S E T B A C K 1 5 ' R EAR S ETBACK 5' SI D E S E T B A C K 5' SI D E S E T B A C K 15' REAR SETBACK 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACKPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-06-GEOMETRY.dwg [GEO(7)] July 15, 2020 - 2:07pm awells GEOMETRIC & UTILITY PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA2083 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'V A . S T A T E G R I D N O R T HN NOTE:1. SEE SHEET 02 FOR STANDARD LOT LAYOUT,SETBACK REQUIREMENTS, AND LEGEND.2. ALL CG-12'S TO BE TYPE C.25WATERLINE STATIONINGUTILITY NOTES1.ALL PROPOSED WATER AND SEWER TO BEOWNED AND MAINTAINED BY FREDERICKWATER.2.WATER SERVICE LATERALS TO BE 1" ANDMETERS TO BE 58" DIAMETER.3.EXTEND WATER SERVICE AND TRACERWIRE 8' BEYOND METER FOR FUTURECONNECTION.4.REFER TO VDOT NOTE V-21 ON SHEET 01FOR INSTALLATION OF 36" PIPE ORLARGER.BUILDING SETBACK LINEPROP. STREET LIGHT 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 24' 54' R.O.W. 54' R.O.W.PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH12'PR O P . W A L L BM P M A I N T E N A N C E AC C E S S VD O T C G - 1 1 EN T R A N C E SW M P O N D PR O P . W A L L LI M I T S O F T R A I L T O BE R E P L A C E D PR O P O S E D P O N D OU T L E T S T R U C T U R E - S E E S H E E T 59 A 545 VPDSA N . LA T E R A L (T Y P . ) W/ M & LA T E R A L (T Y P ) PR O P O S E D RIP - R A P ( C L A S S I ) OU T L E T PR O T E C T I O N PR O P O S E D RIP - R A P O U T L E T PR O T E C T I O N WE T L A N D CE L LFO R E B A Y15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACKR 4 8 ' R4 1 ' W/ M & LA T E R A L (T Y P ) LI M I T S O F T R A I L T O BE R E P L A C E D 103 B103 F 103 D 103 C103 G 103 A103 E 104 F 104 G 10' AQUATIC BENCH =657.810' SAFETY BENCH =659.504' AQUATIC BENCH =657.05%MAX2%MAX2%MAX5%MAX2% MAXP E RM A N E N T PO O L E L E V A T I O N = 6 5 9 . 1 8 'PERMANENT POOLELEVATION = 659.18'PROP.WEIRPROP.WEIRINVERLEE WAYN/FLLOYD P. FISHER ESTATEN/FSTEVEN D. SHUMAN, SR.KINR O S S D RI V E 57INVERLEE WAY ST R E A M R E A C H A A100-YRWSE=687.95PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineering - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-07-GRADING.dwg [GRADING] July 15, 2020 - 2:08pm awells GRADING PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA2183 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. S T A T E G R I D N O R T HN MA T C H L I N E - S E E S H E E T 22 NOTE:1. CONTRACTOR SHALL TEST PIT AND ADJUSTFREDERICK WATER FACILITIES PER FREDERICKWATER INSPECTORS REQUIREMENT. 9 101112131415 8 7 6 5 4 3 222232425262728 29 30 31 32 33 34 35 36 94 95 96 104 105 106 107 108 109 110 111 112 113 114 115 116 117 97545 VPD24' 24'30'54' R.O.W.PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. EDGAR LANE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH PROP O S E D S P E E D = 2 5 M P H SWM PONDPROP. WALL PR O P . W A L L PROPOSED PONDOUTLET STRUCTURE- SEE SHEET 59A545 VPDRE C R E A T I O N A R E A - T O T L O T SA N . LA T E R A L (T Y P . ) W/M &LATERAL(TYP) W/ M & LA T E R A L (T Y P ) W/ M & LA T E R A L (T Y P ) WETLANDCELLFOREBAY5' SIDE SETBACK5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 25' FRONT SETBACK25' FRONT SETBACK 5' SIDE SETBACK5' S IDE SETBACK 15' REAR SETBACK 25' F R O N T S E T B A C K R30'54' R.O.W.R30' R48' PR O P . 16 S L O T MA I L B O X PR O P . 16 S L O T MA I L B O X W/M &LATERAL(TYP) PR O P . S T R E E T LIG H T ( T Y P . ) LIMITS OF TRAIL TOBE REPLACED102101103 105105 A 106106 A 103B103F 201 203 204 206 205 104 B 104 206 A 104 A 103A103E 104 C 104 D 104E104F 106 B 205 A10' AQUATIC BENCH =657.810' SAFETY BENCH =659.504' AQUATIC BENCH =657.05%MAX5%MAX2%MAX2%MAX5%MAX2% MAXPERMANENT POOLELEVATION = 659.18'PERMANENT POOLELEVATION = 659.18'PROP.WEIRPROP.WEIRPROP.WEIRN/ F CA R P E R F A R M SO U T H , L L C PA U L S T R I N E E M E R G E N T WE T L A N D A R E A S IN T E R M I T T E N T S T R E A M (P E R W S S I ' S O B S E R V A T I O N S ) IN T E R M I T T E N T S T R E A M (P E R W S S I ' S O B S E R V A T I O N S )TO OCF X-SECT ION 2:DA=0.44 ACC=0.39TO OCF X-SECTION 3:DA=0.31 ACC=0.52TO OCF X-SECTION 4:DA=0.72 ACC=0.35TO OCF X-SECTION 5:DA=0.63 ACC=0.43AABBCC54433100-YRWSE=687.95100-YRWSE=689.53100-YRWSE=673.84PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineering - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-07-GRADING.dwg [GRADING(2)] July 15, 2020 - 2:08pm awells GRADING PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA2283 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. S T A T E G R I D N O R T HN MATCHLINE - SEE SHEET 21 MATCHLINE - SEE SHEET 25MA T C H L I N E - S E E S H E E T 26 MA T C H L I N E - S E E S H E E T 23 NOTE:1. CONTRACTOR SHALL TEST PIT AND ADJUSTFREDERICK WATER FACILITIES PER FREDERICKWATER INSPECTORS REQUIREMENT. 1003334353637383940414243444546474849505152535455565710110210310410510610712012112212312412512612712812913713813914014114214324'24'24'24'54' R.O.W.PROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH PROP. WALL545 VPD 450 VPDRECREATION AREA- TOT LOTSAN.LATERAL(TYP.)W/M &LATERAL(TYP)W/M &LATERAL(TYP)25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACKR30'R30'R30'R 3 0 'R48'R41'PROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXPROP.R.O.W.EASEMENTR.O.W. FOR FUTURECONNECTION PERVDOT REQUIREMENTSPROP.R.O.W.EASEMENTPROP. STREETLIGHT (TYP.)109106106A107107A107B108109A110111112113114218212E107C107D219112A112B113A104D106B111A217E114AN/FCARPER FARMSOUTH, LLCN/FCARPER FARMSOUTH, LLCPAULSTRINE EMERGENTWETLAND AREASINTERMITTENT STREAM(PER WSSI'S OBSERVATIONS)TO OCF X-SECTION 4:DA=0.72 ACC=0.35TO OCF X-SECTION 5:DA=0.63 ACC=0.43DDEEFGGF5544100-YRWSE=703.58100-YRWSE=704.80100-YRWSE=704.79100-YRWSE=703.72PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineering - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-07-GRADING.dwg [GRADING(3)] July 15, 2020 - 2:08pm awells GRADING PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA2383 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. STATE GRID NORTHNMATCHLINE - SEE SHEET 24 NOTE:1. CONTRACTOR SHALL TEST PIT AND ADJUSTFREDERICK WATER FACILITIES PER FREDERICKWATER INSPECTORS REQUIREMENT. 788010056575859606162636465666768697072737477798182831281291301311321331341351361371387671758 2 3 V PD24'PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH54' R.O.W.PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAKS DR IVE (PUBL IC ) 54 ' R .O .W .PROPOSED SPEED = 25 MPH PROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH 450 VPD392 VPD RECREATIONAREASAN.LATERAL(TYP.)SAN.LATERAL(TYP.)W/M &LATERAL(TYP)W/M &LATERAL(TYP)25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK25' FRONT SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACKPROP. CG-9BENTRANCE24'R30'R30'R 3 0 'R30'R30'R 3 0 'R41'R48'R35'PROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXW/M & LATERAL(SERVICE TO BE IN4" PVC SLEEVE FROMMAIN TO METERPROP. ADARAMPPROP. ADARAMP25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK210210A212212A212B212C213215217217A217B218214A215A215B215C215D402403214212D212E210B215E216219217C217D215F502211216A3635TAGGART DRIVETO OCF X-SECTION 7:DA=0.22 ACC=0.36TO OCF X-SECTION 6:DA=0.97 ACC=0.44G7766100-YRWSE=704.80PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineering - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-07-GRADING.dwg [GRADING(4)] July 15, 2020 - 2:08pm awells GRADING PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA2483 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030FEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. STATE GRID NORTHNMATCHLINE - SEE SHEET 27 NOTE:1. CONTRACTOR SHALL TEST PIT AND ADJUSTFREDERICK WATER FACILITIES PER FREDERICKWATER INSPECTORS REQUIREMENT. 910 11 12 13 14 158 7 65 4 3 2 1 9 0 9 1 9 2 9 3 9 4 9 5 9 6 1 0 2 1 0 3 1 1 0 1 1 1 1 1 2 1 1 3 1 1 4 1 1 5 1 1 6 1 1 7 1 1 8 1 1 9 9 7 545 VPD24'24'54' R.O.W.PROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPR O P . E D G A R L A N E (P U B L I C ) 5 4 ' R . O . W . PR O P O S E D S P E E D = 2 5 M P H PROP. EDGAR LANE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH SWM PONDPROPOSED PONDOUTLET STRUCTURE- SEE SHEET 59A SAN . LAT ERA L (TYP . )W/M &LATERAL(TYP)W/M & LATERA L (TYP )PROP. WA L LWETLANDCELLFOREBAY5' SIDE SETBACK5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SE T B A C K 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK 25' FRONT SETBACK PROP. CG - 9BENTRANCE54' R.O.W.R 4 8 'R41'R35'PROP. 1 6 S LOTMAI LBOXW/M &LATERAL(TYP)LIMITS OF TRAIL TOBE REPLACED PROP. ADARAMPPROP. ADARAMPPROP. 4 0 'TAPER 8.15'PROP. TRA I LREA L IGNMENT PROP. TRA I LREAL IGNM ENT PROP. 4 0 'TAPER102 101103103B103F 201 2 0 3 2 0 4 2 0 6 2 0 5 2 0 7 3 0 1 3 0 2 3 0 3 104 2 0 6 A 103A103E 2 0 8 2 0 8 A 2 0 5 A 3 0 410' AQUATIC BENCH =657.810' SAFETY BENCH =659.504' AQUATIC BENCH =657.05%MAX5%MAX2%MAX2%MAX5%MAX2% MAXPERMANENT POOLELEVATION = 659.18'PERMANENT POOLELEVATION = 659.18'PROP.WEIRPROP.WEIRPROP.WEIRINVERLEE WAYPAUL STR IN E EMERG ENTWETLAND AREA S INT ERM ITTENT STR EAM (PER W S S I ' S OB SERVAT ION S )TO OCF X-SECTION 2:DA=0.44 ACC=0.39TO OCF X-SECTION 3:DA=0.31 ACC=0.52TO OCF X-SECTION 1:(INCLUDES UPSTREAMX-SECTION X)DA=0.94 ACC=0.42AACC332211100-YRWSE=687.95100-YRWSE=673.84PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineering - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-07-GRADING.dwg [GRADING(5)] July 15, 2020 - 2:09pm awells GRADING PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA2583 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'V A . S T A T E G R I D N O R T HN MATCHLINE - SEE SHEET 21 MATCHLINE - SEE SHEET 22MATCHL INE - SEE SHEET 2 6 NOTE:1. CONTRACTOR SHALL TEST PIT AND ADJUSTFREDERICK WATER FACILITIES PER FREDERICKWATER INSPECTORS REQUIREMENT. 7 8 8 0 100 7 3 7 4 7 7 7 9 8 1 8 2 8 3 8 4 8 5 8788899091929395969899101102103 1 3 3 1 3 4 1 3 5 1 3 6 7 6 7 5 8 6 97 823 V P D PROPOSED 8' TRAIL2 4 'PROP. NEVERMORE DR IVE (PUB L IC ) 5 4 ' R .O .W .PROPOSED SP EED = 2 5 MPH54' R.O.W.PRO P . R A V E N O A K S D R I V E (PU B L I C ) 5 4 ' R . O . W . PRO P O S E D S P E E D = 2 5 M P HPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPRO P. L E N O R E L A N E (PUB LI C) 5 4' R. O. W. PRO P OS E D S P E E D = 2 5 M P H 392 VPD 392 VPDSAN.LATERAL(TYP.)W/M &LATERAL(TYP)25' FRONT SETBACK2 5 ' F R O N T S E T B A C K 15' REAR SETBACK5' S I D E S E T B A C K PROP. CG - 9B ENTRANC E24'R30'R30'R30'R30'R48'R41'R35'PROP. 16 S LOTMAI LBOX PROP.16 SLOTMAILBOX PROP. ADARAMPPROP. ADARAMP5 ' S IDE SETBACK 15' REAR SETBACK25' FRONT SETBACK5 ' S ID E SETBACK 5 ' S IDE SETBACK 15' REAR SETBACK209 2 1 0 209A 2 1 0 A 2 1 2 2 1 2 A 2 1 2 B 2 1 2 C 2 1 3 2 1 5 2 1 4 A 2 1 5 A 2 1 5 B 4 0 1 4 0 2 4 0 3 2 1 4 208 208A 2 1 0 B 5 0 2 2 1 1 INVERLEE WAY3 7 TAGGART DRIVEGLAIZE DEVELOPMENTS,INCORPORATEDPAULSTRINE EMERGENTWETLAND AREAS TO OC F X - SECT ION 6 :DA= 0 . 9 7 ACC= 0 . 4 4 6 6 PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineering - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-07-GRADING.dwg [GRADING(6)] July 15, 2020 - 2:09pm awells GRADING PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA2683 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'V A . S T A T E G R I D N O R T HN MATCHLINE - SEE SHEET 27MATCHLINE - SEE SHEET 25 NOTE:1. CONTRACTOR SHALL TEST PIT AND ADJUSTFREDERICK WATER FACILITIES PER FREDERICKWATER INSPECTORS REQUIREMENT. 78 80666768 6 9 7 0 72737477 7976 7175PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH450 VPD RECREATIONAREA SAN . LATERA L (TYP . )W/M & LATERA L (TYP ) 80' FUTURE R.O.W. 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK25' FRONT SETBACK PROP. CG-9BENTRANCER41'R48'R35'W/M & LATERA L ( SERV IC E TO BE IN 4 " PVC S LE EVE FROMMAIN TO METERPROP. ADARAMPPROP. ADARAMP215A215B 215C 2 1 5 D 403 2 1 5 F 502 3635 3 4 3 3 3 2 3 1 3 0 2 9 2 8 TAGGART DRIVEN/FCARPER FARM EAST , LLCN/FCARPER FARMNORTH, LLCSUMMERFIELD DRIVETO OC F X - SECT ION 7 :DA= 0 . 2 2 ACC= 0 . 3 6 TO OCF X-SECTION 6:DA=0.97 ACC=0.44 7 7 6 6 PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineering - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-07-GRADING.dwg [GRADING(7)] July 15, 2020 - 2:09pm awells GRADING PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA2783 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030LEGENDASPHALT PAVINGPROP. 5' SIDWALK1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'V A . S T A T E G R I D N O R T HN MATCHLINE - SEE SHEET 26NOTE:1. CONTRACTOR SHALL TEST PIT AND ADJUSTFREDERICK WATER FACILITIES PER FREDERICKWATER INSPECTORS REQUIREMENT. PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-16-OVERLAND RELIEF.dwg [OVERLAND] July 15, 2020 - 2:09pm awells OVERLAND RELIEF COMPUTATIONS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA2883 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINI100-YEAR CROSS-SECTIONSNOTE:SEE SHEETS 21-27 FOR CROSS-SECTION LOCATIONS AND PONDING.FF=689.98FF=689.98FF=707.86FF=712.81FF=709.83FF=676.55FF=706.43FF=706.39 COMMUNITY CENTERAREA (DESIGN PROVIDEDUNDER SEPARATE COVER)78801009101112131415168765432117181920212223242526272829303132333435363738394041424344454647484950515253545556575859606162636465666773747779818283848587888990919293949596989910110210310410510610710810911011111211311411511611711811912012112212312412512612712812913013113213313413513613713813914014114214376758697545 VPD8 2 3 V P D PROPOSED 8' TRAILPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAK S DR IVE (PUBL IC ) 54 ' R .O .W .PROPOSED SPEED = 25 MPHPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. LENORE LANE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH PROP. POE DRIVE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. EDGAR LANE(PUBLIC) 54' R.O.W .PROPOSED SPEED = 25 MPH P R O P . E D G A R L A N E (P U B L I C ) 5 4 ' R . O . W . P R O P O S E D S P E E D = 2 5 M P H SWM PONDOUTLET STRUCTURE- SEE SHEET 59A545 VPD 545 VPD 450 VPD450 VPD392 VPD 392 VPDRECREATION AREA- TOT LOTWETLANDCELLFOREBAY10' AQUATIC BENCH =657.810' SAFETY BENCH =659.504' AQUATIC BENCH =657.05%MAX5%MAX2%MAX2%MAX5%MAX2% MAX128129INVERLEE WAYN/FSTEVEN D. SHUMAN, SR.N/FCARPER FARMSOUTH, LLCN/FCARPER FARMSOUTH, LLCGLAIZE DEVELOPMENTS,INCORPORATEDAABBCCDDEEFGGF109102101103105105A106106A107107A107B108103B109A110111112113114103F103C201203204206205207209210209A210A212212A212B212C213215217217A217B218214A215A215B301302303401402403104B104206A214212D104A212E107C107D103G103A103E208208A210B215E216219112A112B113A31.17' - 15"RCP@ 0.50%234.73' - 15" RCP@ 2.00%31.17' - 15"RCP@ 0.50%97.98' - 15" RCP@ 2.00%31.17' - 15"RCP@ 0.50%63.78' - 18" RCP@ 2.00%125.17' - 30" RCP@ 3.00%85.02' - 30" RCP@ 5.00%31.67' - 30"RCP@ 3.25%68.56' - 30" RCP@ 0.50%204.09' - 24" RCP@ 3.25%31.17' - 15"RCP@ 0.50%266.16' - 24" RCP@ 3.25%31.17 ' - 15 "RCP@ 0 .50%97.51' - 24" RCP@ 3.25%108.80' - 15" RCP@ 2.00%31.17' - 15" RCP @ 1.40% 131.44' - 15" RCP @ 0.50%105.00' - 15" RCP@ 0.50%31.32' -24" RCP@ 1.00%4 7 . 9 3 ' - 2 4 " R C P@ 1 . 0 0 %31.17' -15" RCP@ 0.50%193.07' - 24" RCP @ 1.75%31.17' -24" RCP@ 0.75%62.68' - 15" RCP@ 0.50%31.17' -15" RCP@ 0.50%31.22' -18" RCP @ 0.50%72.17' - 15" RCP @ 0.50%121.88' - 15" RCP@ 0.50%146.24' - 36" RCP@ 1.67%38.99' -36" RCP@ 1.67%31.18' -36" RCP@ 3.30%113.55' - 36" RCP@ 1.00%5 6 . 8 4 ' - 2 4 " R C P@ 2 . 0 0 %146.90 ' - 30 " RCP@ 4 .50%124.49' - 30" RCP@ 1.85%31 . 9 5 ' - 15 " R C P @ 0 . 5 0 %104.44' - 30" RCP@ 1.85%31 . 1 9 ' - 15 " R C P @ 0 . 5 0 %215.86' - 30" RCP @ 1.85%29.17 ' -15" RCP@ 0 .50%43.64' - 15" RCP@ 0.50%147.60' - 30" RCP @ 0.75%99.92' - 15" RCP@ 1.05%31.17' - 15" RCP @ 0.55%131.42' - 15" RCP @ 0.50%55.00' - 15" RCP@ 0.50%100.00' - 15" RCP@ 0.50%31.17' - 30" RCP @ 0.75%44.20' -24" RCP@ 1.75%31.17' -15" RCP@ 0.50%199.13' - 24" RCP @ 1.50%31.12' - 18"RCP@ 1.50%45.06' - 18"RCP@ 1.00%238.66' - 18" RCP@ 0.50%31.17' - 15" RCP @ 0.50% 4 6 . 3 7 ' - 2 4 " R C P@ 0 . 5 0 %75.91' - 24" RCP@ 0.50%126.43' - 15" RCP@0.65%31.17' - 15" RCP @0.50% 32.67' - 18" RCP @0.50% 120.67' - 18" RCP @0.50%59.10' - 18" RCP@1.10%31.17' - 18"RCP@1.00%60.48' - 1 8 " R C P @ 0.5 0 %31.24' -18" RCP@0.50%104C104D104E104F104G111.70' - 30" RCP@ 5.00%62.44' - 15" RCP@ 2.00%150.00' - 15" RCP@ 2.00%67.90' - 15" RCP@ 2.00%150.00' - 15" RCP@ 2.00%200.00' - 15" RCP@ 1.75%106B111A217C217D217E114A207.52' - 15" RCP@0.50%107.48' - 15" RCP@0.50%100.00' 15" RCP@0.50%30.71' -18" RCP@ 1.00%23.32' -18" RCP@ 1.00%157.94' - 15" RCP@ 0.50%205A30441.18' - 30" RCP@ 0.75%PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8 " PVC SAN .PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8 " PVC SAN .PROP. 8" PVC SAN.PR O P . 8 " P V C S A N .PROP. 8" PVC SAN .PROP. 8" PVC SAN.64.88' - 15" RCP @ 0.50%50216.30' -15" RCP@1.00%2113 7 . 2 8 ' - 1 5 " R C P @ 0 . 5 0 %PROP. ADS GRATE INLET(TEMPORARY STRUCTUREUNTIL COMMUNITY CENTERIS BUILT)216A31.17' - 15" RCP @ 0.50%UD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAIN63.35' -15" RCP@0.50%PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-16-OVERLAND RELIEF.dwg [OVERALL OLR] July 15, 2020 - 2:10pm awells OVERLAND RELIEF DRAINAGE AREAS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA28A83 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE306012060VA. STATE GRID NORTHNTO XS B-BDA = 6.97 AC.C = 0.32TO XS C-CDA = 3.19 AC.C = 0.42TO XS G-GDA = 0.98C = 0.47TO XS F-FDA = 0.49C = 0.60TO XS E-EDA = 2.63C = 0.60TO XS D-DDA = 3.47C = 0.48TO XS A-ADA = 16.42 AC.C = 0.47100-YEAR OVERLANDRELIEF CALCULATIONS 9+7510+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+50680685690695700705710715720725730735680685690695700705710715720725730735South Cross-Street 20+17.04 699.21EXISTING GRADEPROPOSED GRADEBEGIN NEW PAVEMENTSTA = 10+15.32 -1.43%4.70% PVC STA. 10+17.00 PVI STA. 10+97.00PVT STA. 11+77.00 LOW PT. STA. 10+54.32K = 26.10160.00 VC1.09%PVC STA. 12+05.00 PVI STA. 12+80.00PVT STA. 13+55.00 K = 41.51150.00 VC-1.46%PVC STA. 15+50.00 PVI STA. 16+00.00PVT STA. 16+50.00 HIGH PT. STA. 15+92.62K = 39.24100.00 VC2.08%PVI STA. 20+06.70 PVI ELEV. 698.95 78801007779818210110210310410510610712012113413513613713813914014114214371823 VPDPROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH545 VPD25' FRONT SE T B A C K 25' FRONT SETBACK15' REAR SET B A C K 5' SIDE SETBACK25' FRONT SETBACK 5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-09-ROAD PROFILES.dwg [RAVEN OAKS DRIVE] July 15, 2020 - 2:10pm awells PLAN AND PROFILE - RAVEN OAKS DRIVE SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA2983 RA1901DECEMBER, 20192'1"=50' (H); 1"=5' (V)12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)RAVEN OAKS DRIVEPublic Street (54' ROW TYP.), 823 VPDFunctional classification = Local streetDesign Speed = 30 MPHPosted Speed = 25 MPHVA. STATE GRID NAD 83 NORTHN FEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINILINE TABLECURVE TABLE 10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+50670675680685690695700705710715720725670675680685690695700705710715720725EXISTING GRADEPROPOSED GRADE-2.08%-1.85%PVI STA. 10+12.00 PVI ELEV. 706.26 2.08%PVI STA. 12+82.00 PVI ELEV. 701.26 -2.08%PVI STA. 12+94.00 PVI ELEV. 701.51 -2.04%PVI STA. 13+06.00 PVI ELEV. 701.26 1.00%PVC STA. 13+85.00 PVI STA. 14+50.00PVT STA. 15+15.00 LOW PT. STA. 14+72.20K = 42.80130.00 VC-5.00%PVC STA. 15+67.50 PVI STA. 16+25.00PVT STA. 16+82.50 HIGH PT. STA. 15+86.67K = 19.17115.00 VC-3.00%PVC STA. 17+75.00 PVI STA. 18+25.00PVT STA. 18+75.00 K = 50.00100.00 VCCOMMUNITY CENTERAREA (DESIGN PROVIDEDUNDER SEPARATE COVER)788010065666768727374777981828384858788899091929394959698991011021031041051071081151161171181191311321331341351361371387671758697823 VPDPROPOSED 8' TRAILPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH450 VPD392 VPD392 VPD15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' F R O N T S E T B A C K25' FRONT SETBACK5' SIDE SETBACK15' R E A R S E T B A C K 25' F R O N T S E T B A C K5' SIDE SETBACK5' SIDE SETBACK15' R E A R S E T B A C K PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-09-ROAD PROFILES.dwg [LENORE LANE] July 15, 2020 - 2:10pm awells PLAN AND PROFILE - LENORE LANE SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA3083 RA1901DECEMBER, 20192'1"=50' (H); 1"=5' (V)12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)FEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050LENORE LANEPublic Street (54' ROW TYP.), 392 VPDFunctional classification = Local streetDesign Speed = 30 MPHPosted Speed = 25 MPHVA. STATE GRID NAD 83 NORTHNLic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINILINE TABLECURVE TABLE 9+7510+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+00645650655660665670675680685690695700645650655660665670675680685690695700657.46 657.46 656.94 656.72 657.43 657.94 658.08 658.76 658.89 661.16 659.87 663.27 661.02 664.45 662.33 666.49 663.76 669.29 665.19 668.85 666.62 669.68 668.05 670.25 669.48 672.56 670.91 673.10 672.34 674.40 673.77 676.01 675.20 676.97 676.63 678.83 678.05 678.74 679.48 681.20 680.91 680.75 682.34 682.05 683.77 683.06 685.10 685.03 686.20 686.86 687.08 689.06 687.72 689.37South Cross-Street 16+63.39 688.00-2.41%2.00%LOW PT. STA.10+24.27LOW PT. ELEV.656.94PVC STA.10+18.80 PVC ELEV.657.01 PVI STA.10+23.80PVI ELEV.656.89PVT STA.10+28.80 PVT ELEV.656.99 AD=4.41K=2.2710.00' VC5. 7 2% PVC STA.10+40.00 PVC ELEV.657.21 PVI STA.11+10.00PVI ELEV.658.61PVT STA.11+80.00 PVT ELEV.662.62 AD=3.72K=37.65140.00' VCPVC STA.15+51.39 PVC ELEV.683.85 PVI STA.16+01.39PVI ELEV.686.71PVT STA.16+51.39 PVT ELEV.687.75 AD=-3.63K=27.51100.00' VC2.08%91011 8 7 6 5 4 3 2 1 293031329394106107108109110111112113114115116117118119545 VPDPR O P . P O E D R I V E (PU B L I C ) 5 4 ' R . O . W . PR O P O S E D S P E E D = 2 5 M P HPROP. EDGAR LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. EDGAR LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHSWM P O N D WET L A N D CEL L FOR E B A Y 5' SIDE SETBACK15' R E A R S E T B A C K 15' R E A R S E T B A C K 5' SIDE SETBACK25' F R O N T S E T B A C K 25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK4' AQUATIC BENCH =657.05%MAX2% MAX4' AQUATIC BENCH =657.05%MAX2% MAXPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-09-ROAD PROFILES.dwg [EDGAR LANE] July 15, 2020 - 2:10pm awells PLAN AND PROFILE - EDGAR LANE SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA3183 RA1901DECEMBER, 20192'1"=50' (H); 1"=5' (V)12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)VA. ST A T E G RI D N A D 8 3 N O R T H NEDGAR LANEPublic Street (54' ROW TYP.), 545 VPDFunctional classification = Local streetDesign Speed = 30 MPHPosted Speed = 25 MPHFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINILINE TABLECURVE TABLE 9+7510+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+50660665670675680685690695700705710715660665670675680685690695700705710715705.04704.00704.52703.14704.00701.27703.48699.19702.95697.03702.43696.30701.91694.98701.39694.89700.87695.07700.35694.53699.82694.65699.30697.15698.78699.03698.26699.57697.74701.07697.22700.72696.69698.99696.12696.77695.52695.39694.88694.97694.20692.73 693.53 693.04 692.85 690.85 692.17 690.91 691.49 691.02 690.82 691.27 690.14 691.09 689.46 691.03 688.78 689.00 688.10 688.92 687.45 686.79 686.93 687.13 686.57 685.00 686.37 684.33 686.32 680.43 686.44 675.20 686.71 672.09 687.14 676.28 687.74 680.10 688.47 683.17 689.22 683.67 689.97 681.11 690.72 682.21 691.47 686.07 692.09 689.20 692.47 692.33 692.59 693.97 692.47 694.43 692.22 695.24 691.97 694.73 691.72 693.99 691.47 693.09 691.22 691.02-2.08%-2.09%-2.71%PVC STA.13+85.00PVC ELEV.697.01 PVI STA.14+35.00PVI ELEV.695.97PVT STA.14+85.00PVT ELEV.694.61 AD=-0.62K=160.04100.00' VC3.00%LOW PT. STA.18+44.30LOW PT. ELEV.686.32PVC STA.17+37.50 PVC ELEV.687.77 PVI STA.18+50.00PVI ELEV.684.72PVT STA.19+62.50 PVT ELEV.688.09 AD=5.71K=39.40225.00' VC-1.00%HIGH PT. STA.21+50.00HIGH PT. ELEV.692.59PVC STA.20+75.00 PVC ELEV.691.47 PVI STA.21+25.00PVI ELEV.692.97PVT STA.21+75.00 PVT ELEV.692.47 AD=-4.00K=25.00100.00' VCEXISTING GRADEPROPOSED GRADE9101112131415168717181920212223242526272829303132333435363738394048105106107108109110111112120121122123124125126141142143PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. EDGAR LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH545 VPD545 VPDRECREATION AREA- TOT LOT15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACKN/FLLOYD P. FISHER ESTATEN/FSTEVEN D. SHUMAN, SR.N/FCARPER FARMSOUTH, LLCPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-09-ROAD PROFILES.dwg [POE DRIVE] July 15, 2020 - 2:11pm awells PLAN AND PROFILE - POE DRIVE SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA3283 RA1901DECEMBER, 20192'1"=50' (H); 1"=5' (V)12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)VA. STATE GRID NAD 83 NORTHNPOE DRIVEPublic Street (54' ROW TYP.), 545 VPDFunctional classification = Local streetDesign Speed = 30 MPHPosted Speed = 25 MPHFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINILINE TABLECURVE TABLE 9+7510+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+00690695700705710715720725730735740745690695700705710715720725730735740745704.55703.86705.30702.57706.05701.33706.80702.72707.55704.15708.17704.72708.55705.22708.67705.21708.55704.09708.30702.05708.05700.79707.80700.41707.55700.88707.30701.39707.05702.85706.80703.73706.55703.51706.30 703.85 706.05 703.73 705.80 702.92 705.61 703.57 705.55 704.59 705.61 705.58 705.80 706.82 706.05 706.92 706.30 706.86 706.55 706.71 706.80 705.45 707.05 704.87 707.30 704.84 707.55 704.77 707.80 702.98 708.05 703.46 708.30 702.21 708.55 700.99 708.70 703.46 708.67 703.37 708.45 704.05 708.05 704.70 707.55 704.25 707.05 703.39 706.55 702.53 706.05 702.87 705.55 703.32 705.13 703.96 704.88 703.99 704.80 702.99 704.88 701.96 705.13 702.15 705.55 702.56 706.05 703.21 706.55 703.10 707.05 702.99 707.55 704.46 708.05 705.01 South Cross-Street 21+04.56 705.07 North Cul-de-Sac 14+03.23 706.513.00%-1.00%HIGH PT. STA.11+75.00HIGH PT. ELEV.708.67PVC STA.11+00.00PVC ELEV.707.55 PVI STA.11+50.00PVI ELEV.709.05PVT STA.12+00.00PVT ELEV.708.55 AD=-4.00K=25.00100.00' VC1.00%LOW PT. STA.15+25.00LOW PT. ELEV.705.55PVC STA.14+75.00 PVC ELEV.705.80 PVI STA.15+25.00PVI ELEV.705.30PVT STA.15+75.00 PVT ELEV.705.80 AD=2.00K=50.00100.00' VC-2.00%HIGH PT. STA.18+83.33HIGH PT. ELEV.708.71PVC STA.18+50.00 PVC ELEV.708.55 PVI STA.19+00.00PVI ELEV.709.05PVT STA.19+50.00 PVT ELEV.708.05 AD=-3.00K=33.33100.00' VC2.00%LOW PT. STA.21+50.00LOW PT. ELEV.704.80PVC STA.20+75.00 PVC ELEV.705.55 PVI STA.21+50.00PVI ELEV.704.05PVT STA.22+25.00 PVT ELEV.705.55 AD=4.00K=37.50150.00' VCPROPOSED GRADEEXISTING GRADE38394042434445464748495051525354555657585960616263646566676869707273741221231241251261271281291301311321337675PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH450 VPD450 VPD392 VPDRECREATIONAREA25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK 25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK 25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-09-ROAD PROFILES.dwg [NEVERMORE DRIVE] July 15, 2020 - 2:11pm awells PLAN AND PROFILE - NEVERMORE DRIVE SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA3383 RA1901DECEMBER, 20192'1"=50' (H); 1"=5' (V)12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)VA. STATE GRID NAD 83 NORTHNNEVERMORE DRIVEPublic Street (54' ROW TYP.), 450 VPDFunctional classification = Local streetDesign Speed = 30 MPHPosted Speed = 25 MPHFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINILINE TABLE 1PROP. EDGAR LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. WALLPROP. CG-9BENTRANCEPROP. ADARAMPPROP. ADARAMPPROP. 40'TAPERPROP. 40'TAPERINVERLEE WAY14.5'OBJECTHEIGHT= 3.5'OBJECTHEIGHT= 3.5'EYEHEIGHT= 3.5'EXISTING GRADEPROPOSED GRADESTA. 0+00OBJECT HEIGHT = 3.5'STA. 2+82.99OBJECT HEIGHT = 3.5' STA. 5+61.39 OBJECT HEIGHT = 3.5'LINE OF SIGHT RIGHTLINE OF SIGHT LEFT280' LINE OF SIGHT RIGHT280' LINE OF SIGHT LEFT80728182838485877186823 VPDPROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH15' REAR SETBACK5' SIDE SETBACKPROP. CG-9BENTRANCEPROP. 10' SAN.EASEMENTEXPANSIONPROP. ADARAMPPROP. ADARAMP14.5'EYEHEIGHT= 3.5'OBJECTHEIGHT= 3.5'LINE OF SIGHT LEFTEXISTING GRADESTA. 0+00 EYE HEIGHT = 3.5'PROPOSED GRADESTA. 2+80.64 EYE HEIGHT = 3.5'280' LINE OF SIGHT LEFTPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-10-SIGHT DIST.dwg [SDIST] July 15, 2020 - 2:11pm awells SIGHT DISTANCE PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA3483 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINILINE OF SIGHT 1INTERSECTION OF INVERLEE WAYDESIGN SPEED=25 MPHLINE OF SIGHT 2INTERSECTION OF INVERLEE WAYDESIGN SPEED=25 MPHFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZTONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE2.55105VERITCALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZTONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE2.55105VERITCALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050PLAN VIEW 9101112138 106 107 108 109110111PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. EDGAR LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH RE C R E A T I O N A R E A SAN.LATERAL(TYP.)LATERAL(TYP) W/ M & LA T E R A L (T Y P ) 5' SIDE SETBACK5' SIDE SETBACK 15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACKPROP.16 SLOTMAILBOXINTERMITTENT STREAM(PER WSSI'S OBSERVATIONS)14.5'EYEHEIGHT= 3.5'OBJECTHEIGHT= 3.5'OBJECTHEIGHT= 3.5'PROPOSED GRADESTA.0+00OBJECT HEIGHT = 3.5'STA. 2+82.12EYE HEIGHT = 3.5' STA. 5+63.02 EYE HEIGHT = 3.5'LINE OF SIGHT RIGHTLINE OF SIGHT LEFT280' LINE OF SIGHT RIGHT280' LINE OF SIGHT LEFTEYEHEIGHT= 3.5'OBJECTHEIGHT= 3.5'OBJECTHEIGHT= 3.5'PROPOSED GRADELINE OF SIGHT RIGHTLINE OF SIGHT LEFTSTA.0+00 OBJECT HEIGHT = 3.5' STA. 2+87.89 EYE HEIGHT = 3.5' STA. 5+72.80 EYE HEIGHT = 3.5'280' LINE OF SIGHT RIGHT280' LINE OF SIGHT LEFT36 37 106 107 108 109 110 111 112 120 121 122 123 PROP. N E V E R M O R E D R I V E (PUBL I C ) 5 4 ' R . O . W . PROP O S E D S P E E D = 2 5 M P HPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH545 VPDRECRE A T I O N A R E A - TOT L O T W/M & LATER A L (TYP)25' FRONT SETBACK25' FR O N T S E T B A C K 5' SID E S E T B A C K 15' REAR SETBACKPROP. 16 SL O T MAILB O X PROP. S T R E E T LIGHT ( T Y P . ) 14.5'394243444546474849505152535455123PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH450 VPD25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK 25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACKPROP.16 SLOTMAILBOX14.5'14.5'14.5'OBJECTHEIGHT= 3.5'OBJECTHEIGHT= 3.5'EYEHEIGHT= 3.5'LINE OF SIGHT RIGHTLINE OF SIGHT LEFTSTA.0+00OBJECT HEIGHT = 3.5'STA. 2+45.76EYE HEIGHT = 3.5' STA. 5+26.66 EYE HEIGHT = 3.5'PROPOSED GRADE280' LINE OF SIGHT RIGHT280' LINE OF SIGHT RIGHT565758596061626364656667686913275PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH450 VPD392 VPDSAN.LATERAL(TYP.)W/M &LATERAL(TYP)25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACKPROP.16 SLOTMAILBOX25' FRONT SETBACK25' FRONT SETBACK15' REAR SETBACK14.5'OBJECTHEIGHT= 3.5'OBJECTHEIGHT= 3.5'EYEHEIGHT= 3.5'STA. 0+00 OBJECT HEIGHT = 3.5' STA. 2+82.12 EYE HEIGHT = 3.5' STA. 5+63.02 EYE HEIGHT = 3.5'PROPOSED GRADELINE OF SIGHT RIGHTLINE OF SIGHT LEFT280' LINE OF SIGHT RIGHT280' LINE OF SIGHT RIGHTPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-10-SIGHT DIST.dwg [SDIST(2)] July 15, 2020 - 2:11pm awells SIGHT DISTANCE PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA3583 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINILINE OF SIGHT 3DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 4DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 5DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 6DESIGN SPEED=25 MPH; SCALE: 1"=50'FEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZTONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE2.55105VERITCALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050PLAN VIEW OBJECTHEIGHT= 3.5'STA.0+00OBJECT HEIGHT = 3.5'OBJECTHEIGHT= 3.5'STA. 5+65.15 EYE HEIGHT = 3.5'EYEHEIGHT= 3.5'STA. 2+84.25EYE HEIGHT = 3.5'LINE OF SIGHT RIGHTLINE OF SIGHT LEFTPROPOSED GRADE280' LINE OF SIGHT RIGHT280' LINE OF SIGHT LEFT808182134135136137138823 VPDPROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH25' FRONT SETBACK 25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACKPROP. CG-9BENTRANCEPROP.16 SLOTMAILBOXPROP. ADARAMPPROP. ADARAMP25' FRONT SETBACK5' SIDE SETBACK14.5'8182135136137138823 VPDPROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH25' FRONT SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACKPROP. CG-9BENTRANCEPROP.16 SLOTMAILBOXPROP. ADARAMPPROP. ADARAMP25' FRONT SETBACK5' SIDE SETBACK14.5'OBJECTHEIGHT= 3.5'STA.0+00 OBJECT HEIGHT = 3.5'280' LINE OF SIGHT RIGHTOBJECTHEIGHT= 3.5'STA. 5+65.15 EYE HEIGHT = 3.5' STA. 2+77.18 EYE HEIGHT = 3.5'EYEHEIGHT= 3.5'LINE OF SIGHT RIGHTLINE OF SIGHT LEFT280' LINE OF SIGHT LEFTPROPOSED GRADE77 84 85 135 76 75 86 PROP. N E V E R M O R E D R I V E (PUBLI C ) 5 4 ' R . O . W . PROPO S E D S P E E D = 2 5 M P HPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH392 VPD392 VPD25' FRO N T S E T B A C K 25' FRONT SETBACK25' FRONT SETBAC K 5' SIDE SETBACK PROP. 16 SLOT MAILBO X PROP. 16 SLOT 15' REAR SETBACK5' SIDE S E T B A C K 5' SIDE S E T B A C K 15' REAR SETBACK14.5'OBJECTHEIGHT= 3.5'STA.0+00OBJECT HEIGHT = 3.5'OBJECTHEIGHT= 3.5'STA. 5+43.48 EYE HEIGHT = 3.5' STA. 2+82.12EYE HEIGHT = 3.5'EYEHEIGHT= 3.5'LINE OF SIGHT RIGHTLINE OF SIGHT LEFT280' LINE OF SIGHT RIGHT280' LINE OF SIGHT LEFTPROPOSED GRADE132 133 134 135 75 86 PROPO S E D S P E E D = 2 5 M P HPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH392 VPD392 VPD25' FRO N T S E T B A C K PROP. 16 SLOT MAILBO X PROP. 16 SLOT MAILBO X 25' FRO N T S E T B A C K 5' SIDE S E T B A C K 15' REAR SETBACK25' FRONT SETBACK5' SIDE S E T B A C K 5' SIDE S E T B A C K 15' REAR SETBACK14.5'OBJECTHEIGHT= 3.5'STA.0+00 OBJECT HEIGHT = 3.5' STA. 2+54.32 EYE HEIGHT = 3.5'EYEHEIGHT= 3.5'OBJECTHEIGHT= 3.5'STA. 5+36.44 EYE HEIGHT = 3.5'LINE OF SIGHT LEFTLINE OF SIGHT RIGHT280' LINE OF SIGHT LEFT280' LINE OF SIGHT LEFTPROPOSED GRADEPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-10-SIGHT DIST.dwg [SDIST(3)] July 15, 2020 - 2:12pm awells SIGHT DISTANCE PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA3683 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINILINE OF SIGHT 7DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 8DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 9DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 10DESIGN SPEED=25 MPH; SCALE: 1"=50'FEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZTONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE2.55105VERITCALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050PLAN VIEW OBJECTHEIGHT= 3.5'STA. 0+00OBJECT HEIGHT = 3.5'EYEHEIGHT= 3.5'STA. 2+83.30EYE HEIGHT = 3.5'LINE OF SIGHT LEFTPROPOSED GRADE280' LINE OF SIGHT LEFT36373839 47 48 49 50106107120PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH545 VPDRECREATION AREA- TOT LOT 25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACKPROP.16 SLOTMAILBOXPROP. STREETLIGHT (TYP.)14.5' 48 49 106 122 123PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH545 VPD5' SIDE SETBACK25' FRONT SETBACK25' FRONT S E T B A C K 5' SIDE SETB A C K PROP. STRE E T LIGHT (TYP. ) 14.5'OBJECTHEIGHT= 3.5'STA. 0+00 OBJECT HEIGHT = 3.5'EYEHEIGHT= 3.5'STA. 2+83.30 EYE HEIGHT = 3.5'280' LINE OF SIGHT RIGHTLINE OF SIGHT RIGHTPROPOSED GRADE9876528293031111114115116117545 VPD PROP. EDGAR LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROPOSED SPEED = 25 MPHSAN.LATERAL(TYP.)15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK 25' FRONT SETBACK5' SIDE SETBACK 25' FRONT SETBACKPROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXINTERMITTENT STREAM(PER WSSI'S OBSERVATIONS)14.5'OBJECTHEIGHT= 3.5'STA. 0+00OBJECT HEIGHT = 3.5'EYEHEIGHT= 3.5'STA. 2+84.89EYE HEIGHT = 3.5'280' LINE OF SIGHT LEFTPROPOSED GRADELINE OF SIGHT LEFT852930313233111112113114115116117545 VPDPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. EDGAR LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHSAN.LATERAL(TYP.)15' REAR SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACKPROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXINTERMITTENT STREAM(PER WSSI'S OBSERVATIONS)14.5'EYEHEIGHT= 3.5'STA. 0+00 EYE HEIGHT = 3.5'OBJECTHEIGHT= 3.5'STA. 2+77.97 OBJECT HEIGHT = 3.5'LINE OF SIGHT RIGHT280' LINE OF SIGHT RIGHTPROPOSED GRADEPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-10-SIGHT DIST.dwg [SDIST(4)] July 15, 2020 - 2:12pm awells SIGHT DISTANCE PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA3783 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINILINE OF SIGHT 11DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 12DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 13DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 14DESIGN SPEED=25 MPH; SCALE: 1"=50'FEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZTONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE2.55105VERITCALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050PLAN VIEW EYEHEIGHT= 3.5'STA. 0+00EYE HEIGHT = 3.5'OBJECTHEIGHT= 3.5'STA. 2+90.45OBJECT HEIGHT = 3.5'LINE OF SIGHT LEFTPROPOSED GRADE280' LINE OF SIGHT LEFT1003536101102103104105106120137138139140141142PROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH545 VPD RECREATION AREA- TOT LOTPROP.16 SLOTMAILBOXPROP. STREETLIGHT (TYP.)1003637384041101102103104120142143PROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. PO E D R I V E (PUBLIC) 5 4 ' R . O . W . PROPOSE D S P E E D = 2 5 M P H 545 VPD RECREATION AREA- TOT LOTPROP.16 SLOTMAILBOXPROP. STREETLIGHT (TYP.)14.5'EYEHEIGHT= 3.5'STA. 0+00 EYE HEIGHT = 3.5'OBJECTHEIGHT= 3.5'STA. 2+75.55 OBJECT HEIGHT = 3.5'LINE OF SIGHT RIGHTPROPOSED GRADE280' LINE OF SIGHT RIGHT60616263818283132133134135PROPOSED SPEED = 25 MPHPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH392 VPD25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACKPROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOX25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK14.5'EYEHEIGHT= 3.5'STA. 0+00EYE HEIGHT = 3.5'280' LINE OF SIGHT LEFTOBJECTHEIGHT= 3.5'STA. 2+84.89OBJECT HEIGHT = 3.5'LINE OF SIGHT LEFTPROPOSED GRADEEYEHEIGHT= 3.5'STA. 0+00 EYE HEIGHT = 3.5'280' LINE OF SIGHT RIGHTOBJECTHEIGHT= 3.5'STA. 2+77.54 OBJECT HEIGHT = 3.5'LINE OF SIGHT RIGHT6263646577827675PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH392 VPD25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACKPROP.16 SLOTMAILBOX15' REAR SETBACK5' SIDE SETBACK15' REAR SETBACK14.5'PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-10-SIGHT DIST.dwg [SDIST(5)] July 15, 2020 - 2:12pm awells SIGHT DISTANCE PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA3883 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZTONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE2.55105VERITCALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050LINE OF SIGHT 15DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 16DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 17DESIGN SPEED=25 MPH; SCALE: 1"=50'LINE OF SIGHT 18DESIGN SPEED=25 MPH; SCALE: 1"=50'PLAN VIEW PROPOSED GRADEEXISTING GRADE+5010+00+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00+5018+00+5019+00+5020+00+5021+006606656706756806856906957007057107156606656706756806856906957007057107158" PVC SDR-35/26112.05' @ 0.75%8" PVCSDR-35/2640.30'@ 0.50%8" PVC SDR-35/2699.77' @ 0.50%8" PVC SDR-35/26108.64' @ 0.50%8" PVC SDR-35/26244.94' @ 1.00%8" PVC SDR-35/26226.68' @ 0.50%8" PVC SDR-35/26250.07' @ 1.00%EX 1007EX 1042JKLMNO10+00.00 = EX. MH INV. IN=685.61 (FROM EX 1042 8")INV. OUT=685.0711+12.05 = EX. MH INV. IN=686.65 (FROM J 8")INV. OUT=686.4511+52.35 = PROP. MH INV. IN=687.05 (FROM K 8")INV. OUT=686.85 12+52.12 = PROP. MH INV. IN=687.75 (FROM L 8") INV. OUT=687.55 13+60.75 = PROP. MH INV. IN=688.49 (FROM M 8") INV. OUT=688.29 16+05.69 = PROP. MH INV. IN=691.14 (FROM N 8") INV. IN=691.14 (FROM M1 8") INV. OUT=690.94 18+32.37 = PROP. MH INV. IN=692.48 (FROM O 8") INV. OUT=692.28 20+82.44 = PROP. MH INV. OUT=694.98 RIM=695.17RIM=695.29RIM=695.95 RIM=700.11 RIM=702.23 RIM=706.72 RIM=706.57 RIM=709.06 11+21.78 = 15" Storm XING (502-501)ELEV=691.57 ELEV=695.60 16+69.39 = 24" Storm XING (216-215) ELEV=694.68 15+92.09 = 18" Storm XING (215B-215A) LOT 78 DROP LAT. 12+25.37= LOT 79 LAT. 11+74.13= LOT 80 LAT.12+16.70= LOT 81 LAT. 15+29.40= LOT 133 LAT. 14+80.44= LOT 134 LAT. 14+06.03= LOT 135 LAT. LOT 58 LAT. 17+67.16= LOT 59 LAT. 17+42.16= LOT 60 LAT. 16+94.66= LOT 61 LAT. 16+43.94= LOT 62 LAT. 18+03.46= LOT 131 LAT. 16+78.77= LOT 132 LAT. LOT 53 LAT. 20+27.30= LOT 54 LAT. 19+78.10= LOT 55 LAT. 19+25.37= LOT 56 LAT. 19+09.37= LOT 57 LAT. LOT 125 DROP LAT. 20+55.61= LOT 126 LAT. 20+05.61= LOT 127 LAT. 19+54.01= LOT 128 LAT. 19+04.21= LOT 129 LAT. LOT 130 LAT. 16+55.69 = 8" W/L "A" XING ELEV=701.08 9.02' CLR. 4.02' CLR. 3.9' CLR. 2.3' CLR 11+19.28 = 8" EX. FORCEMAINELEV=689.24 1.89' CLR.PROPOSED GRADEEXISTING GRADE+5010+00+5011+00+5012+00+5013+006756806856906957007057107157207257306756806856906957007057107157207257308" PVC SDR-35/26287.94' @ 1.00%MM110+00.00 = PROP. MH INV. IN=691.14 (FROM M1 8")INV. IN=691.14 (FROM N 8")INV. OUT=690.9412+87.94 = PROP. MH INV. OUT=694.02 RIM=706.72RIM=707.6010+12.91 = 18" Storm XING (215B-215A)ELEV=695.80 10+55.40= LOT 63 LAT.10+81.40= LOT 64 LAT.11+10.99= LOT 65 LAT.11+67.53= LOT 66 LAT.12+14.59= LOT 67 LAT.LOT 68 DROP LAT.LOT 69 DROP LAT.LOT 70 DROP LAT.LOT 71 LAT.12+50.24= LOT 72 LAT.12+14.59= LOT 73 LAT.11+64.59= LOT 74 LAT.11+96.95= LOT 75 LAT.11+70.10= LOT 76 LAT.10+76.07= LOT 77 LAT.3.67' CLR.PROPOSED GRADEEXISTING GRADE+5010+00+5011+00+5012+00+5013+00+5014+00+5015+00+5016+006556606656706756806856906957007057108" PVC SDR-35/26392.00' @ 0.50%8" PVC SDR-35/26206.49' @ 1.00%EE1E210+00.00 = PROP. MH WITH OUTSIDE DROP CONNECTION INV. IN=675.38 (FROM E1 8") INV. IN=677.73 (FROM F 8") INV. OUT=675.18 13+92.00 = PROP. MH WITH OUTSIDE DROP CONNECTION INV. IN=677.54 (FROM E2 8") INV. OUT=677.34 15+98.49 = PROP. MH INV. OUT=679.60 RIM=689.52 RIM=691.34 RIM=691.83 11+82.00 = 30" Storm XING (103-102) ELEV=669.73 11+11.93 = LOT 8 LAT. 11+70.12 = LOT 9 LAT. 12+15.17 = LOT 10 LAT. 12+49.51 = LOT 11 LAT. 13+15.17 = LOT 12 LAT. 13+67.17 = LOT 13 LAT. 13+84.38 = LOT 23 LAT. 13+34.17 = LOT 24 LAT. 12+91.61 = LOT 25 LAT. 12+36.19 = LOT 26 LAT. 11+95.17 = LOT 27 LAT. 11+30.70 = LOT 28 LAT. 10+97.21 = LOT 29 LAT. 10+35.33 = LOT 30 LAT. LOT 14 LAT. 14+65.17 = LOT 15 LAT. 15+13.35 = LOT 16 LAT. 15+80.67 = LOT 17 LAT. LOT 18 DROP LAT. LOT 19 DROP LAT. 15+63.07 = LOT 20 LAT. 14+91.61 = LOT 21 LAT. 14+38.35 = LOT 22 LAT. 10+50.00 = 8" W/L "A" XING ELEV=683.08 6.80' CLR. 3.66' CLR.PROP.STRUCTURALFILLPROPOSED GRADEEXISTING GRADE+5010+00+5011+00+5012+00+506756806856906957007057107157207257306756806856906957007057107157207257308" PVC SDR-35/26210.05' @ 1.00%HH110+00.00 = PROP. MH INV. IN=691.35 (FROM H1 8") INV. IN=691.35 (FROM I 8") INV. OUT=691.15 12+10.05 = PROP. MH INV. OUT=693.45 RIM=705.27 RIM=707.28 10+71.71 = 18" Storm XING (112-111A) ELEV=695.01 11+76.36 = LOT 40 LAT. LOT 41 DROP LAT. LOT 42 DROP LAT. LOT 43 DROP LAT. LOT 44 DROP LAT. 11+71.98 = LOT 45 LAT. 11+64.93 = LOT 46 LAT. 10+90.93 = LOT 47 LAT. 10+32.52 = LOT 48 LAT. 10+50.00 = 8" W/L "B" XING ELEV=699.57 7.07' CLR. 2.08' CLR.PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineering - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-11-SAN PROFILES.dwg [SAN PROFILES] July 15, 2020 - 2:13pm awells SANITARY SEWER PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA3983 RA1901DECEMBER, 2019N/A1"=50' (H); 1"=5' (V)12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VERTICAL2.55105NOTE: RESTRAINED JOINTS WILL BEPROVIDED IN FILL CONDITIONS,MINIMUM 20' ONTO ORIGINAL GROUNDFOR BOTH MAIN AND LATERAL. PROPOSED GRADEEXISTING GRADE+5010+00+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00+5018+006606656706756806856906957007057107156606656706756806856906957007057107158" PVC SDR-35/26356.42' @ 2.69%8" PVC SDR-35/2685.39' @ 2.00%8" PVC SDR-35/26209.25' @ 2.00%8" PVC SDR-35/26147.24' @ 1.00%EFGHI10+00.00 = PROP. MH WITH OUTSIDE DROP CONNECTION INV. IN=677.73 (FROM F 8") INV. IN=675.38 (FROM E1 8") INV. OUT=675.18 13+56.42 = PROP. MH INV. IN=685.05 (FROM G 8") INV. IN=685.05 (FROM F1 8") INV. OUT=684.85 14+41.81 = PROP. MH INV. IN=686.96 (FROM H 8") INV. OUT=686.76 16+51.06 = PROP. MH INV. IN=691.35 (FROM I 8") INV. IN=691.35 (FROM H1 8") INV. OUT=691.15 17+98.30 = PROP. MH INV. OUT=692.82 RIM=689.52 RIM=699.13 RIM=700.62 RIM=705.30 RIM=708.78 13+23.24 = 24" Storm XING (107-106) 14+28.26 = 24" Storm XING (109-108) 10+48.72 = LOT 31 LAT. 10+66.99 = LOT 32 LAT. 11+17.37 = LOT 33 LAT. 11+99.40 = LOT 34 LAT. 12+19.40 = LOT 35 LAT. 12+85.70 = LOT 106 LAT. 12+29.60 = LOT 107 LAT. 11+85.35 = LOT 108 LAT. 11+34.54 = LOT 109 LAT. 10+88.83 = LOT 110 LAT. 10+20.22= LOT 111 LAT. 14+75.49 = LOT 36 LAT. 15+26.34 = LOT 37 LAT. 15+75.27 = LOT 38 LAT. 15+80.88 = LOT 39 LAT. LOT 120 LAT. 15+04.22 = LOT 121 LAT. 15+33.56 = LOT 122 LAT. 16+26.30 = LOT 123 LAT. 16+95.47 = LOT 49 LAT. 17+05.21 = LOT 50 LAT. 17+49.97 = LOT 51 LAT. LOT 124 LAT. LOT 52 DROP LAT. ELEV=687.15 ELEV=690.05 7.59' CLR.14+14.25 = 8" W/L "D" XING ELEV=694.48 2.23' CLR. 2.62' CLR.+5010+00+5011+00+5012+00+5013+00+5014+00+5015+006606656706756806856906957007057107156606656706756806856906957007057107158" PVC SDR-35/26237.44' @ 2.00%8" PVC SDR-35/26236.68' @ 1.50%FF1F210+00.00 = PROP. MH INV. IN=685.05 (FROM F1 8") INV. IN=685.05 (FROM G 8") INV. OUT=684.85 12+37.44 = PROP. MH INV. IN=690.00 (FROM F2 8") INV. OUT=689.80 14+74.12 = PROP. MH INV. OUT=693.55 RIM=699.18 RIM=703.00 RIM=704.62 10+11.90 = 24" Storm XING (107-106) ELEV=688.51 11+97.16 = LOT 103 LAT. 11+34.61 = LOT 104 LAT. 11+35.22 = LOT 105 LAT. 11+94.61 = LOT 142 LAT. 11+50.44 = LOT 143 LAT. 13+34.60 = LOT 101 LAT. 12+84.61 = LOT 102 LAT. LOT 136 DROP LAT. 12+02.73= LOT 137 LAT. 11+52.83 = LOT 138 LAT. 13+84.60 = LOT 100 LAT. 14+40.17 = LOT 137 LAT. 13+90.27 = LOT 138 LAT. 13+58.55 = LOT 139 LAT. 12+90.11 = LOT 140 LAT. 12+44.44 = LOT 141 LAT. 2.34' CLR.PROPOSED GRADEEXISTING GRADE+5010+00+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00640645650655660665670675680685690695640645650655660665670675680685690695EX. 8" PVC109.49' @ 0.60%8" PVC SDR-35/26205.12' @ 1.59%8 " PVC SDR - 3 5 / 2 6 1 0 8 . 0 6 ' @ 7 . 6 7%8" PVC SDR-35/26276.01 ' @ 4.90%EX 1045ABDE10+00.00 = EX. MH INV. IN=648.84 (FROM A 8")INV. OUT=648.7011+09.49 = PROP. MH INV. IN=649.70 (FROM B 8")INV. OUT=649.5013+14.61 = PROP. MH INV. IN=656.05 (FROM D 8")INV. OUT=655.34 14+22.67 = PROP. MH INV. IN=661.65 (FROM E 8") INV. IN=661.65 (FROM D1 8") INV. OUT=661.45 16+98.68 = PROP. MH INV. IN=675.38 (FROM E1 8") INV. IN=677.73 (FROM F 8") INV. OUT=675.18 RIM=656.76RIM=657.99 RIM=668.08 RIM=674.10 RIM=689.52 14+15.91 = 36" Storm XING (205A-205) ELEV=664.48 10+51.70 = 18" Storm XING(302-301)11+25.25 = 15" Storm XING(304-303)11+59.93 = LOT 1 LAT.12+41.97 = LOT 2 LAT.12+63.90 = LOT 3 LAT.12+75.26 = LOT 117 LAT.12+28.66 = LOT 118 LAT.11+76.00 = LOT 119 LAT. 13+21.92 = LOT 4 LAT. 14+0.25 = LOT 115 LAT. LOT 116 LAT. 14+54.85 = LOT 5 LAT. 15+04.85 = LOT 6 LAT. 15+79.62 = LOT 7 LAT. 15+54.85 = LOT 112 LAT. 15+02.49 = LOT 113 LAT. 14+51.85 = LOT 114 LAT. ELEV=651.91ELEV=652.88 1.81' CLR.11+54.80 = 8" W/L "A" XINGELEV=653.76 1.89' CLR.2.1' CLR. 2.41' CLR.PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineering - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-11-SAN PROFILES.dwg [SAN PROFILES(2)] July 15, 2020 - 2:13pm awells SANITARY SEWER PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA4083 RA1901DECEMBER, 2019N/A1"=50' (H); 1"=5' (V)12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VERTICAL2.55105NOTE: RESTRAINED JOINTS WILL BEPROVIDED IN FILL CONDITIONS,MINIMUM 20' ONTO ORIGINAL GROUNDFOR BOTH MAIN AND LATERAL. PROPOSED GRADEEXISTING GRADE+5010+00+5011+00+5012+00+5013+00+506456506556606656706756806856906957006456506556606656706756806856906957008" PVC SDR-35/26128.74' @ 0.50%8" PVC SDR-35/26127.11 ' @ 5.00%8" PVCSDR-35/2658.96 '@ 5 .00%DD1D2D410+00.00 = PROP. MH INV. IN=661.65 (FROM D1 8") INV. IN=661.65 (FROM E 8") INV. OUT=661.45 11+28.74 = PROP. MH INV. IN=662.49 (FROM D2 8") INV. OUT=662.29 12+55.85 = PROP. MH INV. IN=669.05 (FROM D4 8") INV. OUT=668.85 13+14.81 = PROP. MH INV. IN=672.20 (FROM D5 8") INV. OUT=672.00 RIM=674.10 RIM=676.00 RIM=682.51 RIM=688.72 11+40.49 = 36" Storm XING (206-205A) ELEV=665.85 6.50' CLR. 12+72.25 = 8" W/L "A" XING ELEV=676.99 1.86' CLR. LOT 93 DROP LAT. 12+41.22 = LOT 94 LAT.PROPOSED GRADEEXISTING GRADE+5010+00+5011+00+5012+00+5013+00+5014+00+5015+00+506606656706756806856906957007057107156606656706756806856906957007057107158" PVC SDR -35/26125.88 ' @ 5 .00%8" PVC SDR-35/26247.93' @ 3.50%8" PVC SDR-35/2691.13' @ 1.00%8" PVCSDR-35/2645.48'@ 1.00%D4D5D6D7D810+00.00 = PROP. MH INV. IN=672.20 (FROM D5 8") INV. OUT=672.00 11+25.88 = PROP. MH INV. IN=678.69 (FROM D6 8") INV. OUT=678.49 13+73.81 = PROP. MH INV. IN=687.57 (FROM D7 8") INV. OUT=687.37 14+64.94 = PROP. MH INV. IN=688.68 (FROM D8 8") INV. OUT=688.48 15+10.42 = PROP. MH INV. OUT=689.14 RIM=688.72 RIM=692.03 RIM=699.84 RIM=699.27 RIM=699.55 10+97.45 = LOT 91 LAT. 10+29.03 = LOT 92 LAT. 10+34.74 = LOT 95 LAT. 10+63.60 = LOT 96 LAT. 13+52.06 = LOT 86 LAT. 13+23.04 = LOT 87 LAT. 12+34.60 = LOT 88 LAT. 12+23.04 = LOT 89 LAT. LOT 90 LAT. 11+72.36 = LOT 97 LAT. 11+98.02 = LOT 98 LAT. 12+45.29 = LOT 99 LAT. 14+45.11 = LOT 84 LAT. LOT 85 LAT. LOT 82 DROP LAT. LOT 83 LAT. LOT 93 DROP LAT.PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineering - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-11-SAN PROFILES.dwg [SAN PROFILES(3)] July 15, 2020 - 2:13pm awells SANITARY SEWER PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA4183 RA1901DECEMBER, 2019N/A1"=50' (H); 1"=5' (V)12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VERTICAL2.55105NOTE: RESTRAINED JOINTS WILL BEPROVIDED IN FILL CONDITIONS,MINIMUM 20' ONTO ORIGINAL GROUNDFOR BOTH MAIN AND LATERAL. PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-11.1-SAN COMPS.dwg [SAN COMPS] July 15, 2020 - 2:13pm awells SANITARY SEWER COMPUTATIONS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA4283 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINISANITARY COMPUTATIONSSANITARY CAPACITY COMPUTATIONSNOTE:1. NO VERTICAL BENDS SHALL BE PLACED ON FREDERICK WATER'S PORTION OFSEWER LATERAL. 10+00+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00+5018+00+5019+00+5020+00+5064064565065566066567067568068569069564064565065566066567067568068569069510+00.00 = 17+27.37 WATERLINE "B"1-8" TEE; 3-8" VALVES 13+27.62 = 11.25° HORIZONTAL BEND 13+67.20 = 11.25° HORIZONTAL BEND 15+65.38 = 45° HORIZONTAL BEND 15+75.38 = 45° HORIZONTAL BEND 17+43.24 = 45° HORIZONTAL BEND 17+53.24 = 45° HORIZONTAL BEND 19+14.59 = 45° HORIZONTAL BEND 19+24.59 = 45° HORIZONTAL BEND PROPOSED GRADEEXISTING GRADE10+41.02 = 24" STORM CROSSING; INV=674.81' 13+39.88= 36" STORM CROSSING INV.=662.88' 16+15.22 = 8" SAN. CROSSING INV.=650.40' 19+42.30 = 8" SAN. CROSSING INV.=669.82' 19+63.49 = 24" STORM CROSSING INV.=675.28'WATERLINE A = 8" CL 52 DIPWATERLINE A - 8 " CL 52 D IP 4' MIN. CVR. 16+09.53 = 1 FIRE HYDRANT 11+69.06 = 4" SAN LATERAL CROSSING (LOT 7) ELEV = 671.05 12+43.83 = 4" SAN LATERAL CROSSING (LOT 6) ELEV = 667.39 12+93.83 = 4" SAN LATERAL CROSSING (LOT 5) ELEV = 664.93 14+10.64 = 4" SAN LATERAL CROSSING (LOT 4) ELEV = 658.10 14+61.97= 4" SAN LATERAL CROSSING (LOT 3) ELEV = 655.63 14+83.90= 4" SAN LATERAL CROSSING (LOT 2) ELEV = 655.02 20+34.76= 4" SAN LATERAL CROSSING (LOT 96) ELEV = 676.94 10+50.00 = 8" SAN. CROSSING INV.=675.62' 6.50' CLR.6.44' CLR.6.80' CLR.2.14' CLR. 3.26' CLR. 12+17.00 = 1 FIRE HYDRANT 1.81' CLR.20+00+5021+00+5022+00+5023+00+5024+00+5025+00+5026+00+5027+00+5028+00+5029+0066066567067568068569069570070571071566066567067568068569069570070571071523+58.33 = 22.50° HORIZONTAL BEND24+40.21 = 22.50° HORIZONTAL BEND25+07.50 = 11.25° HORIZONTAL BEND 25+50.93 = 10+00.00 WATERLINE "E" 1-8" TEE; 3-8" VALVES 28+93.91 = 19+84.33 WATERLINE "C" 1-8" TEE; 3-8" VALVES PROPOSED GRADEEXISTING GRADE23+06.79 = 24" STORM CROSSINGINV.=686.58'23+73.44 = 24" STORM CROSSINGINV.=687.83'24+26.17 = 24" STORM CROSSINGINV.=688.73' 26+12.22 = 24" STORM CROSSING INV.=691.10' 28+30.03 = 24" STORM CROSSING INV.=694.57' 28+43.91 = 8" SAN. CROSSING INV.=691.39' 9.02' CLR.WATERLINE A - 8" CL 52 DIP WATERLINE A - 8" CL 52 DIP22+41.84 = 1 FIRE HYDRANT 4' MIN. CVR.PROP.STRUCTURALFILLRESTRAINEDJOINT PIPE:STA. 14+65.49 -STA 15+06.97RESTRAINED JOINT PIPE:STA. 26+90.99 - STA 28+32.8520+34.76= 4" SAN LATERAL CROSSING (LOT 96)ELEV = 676.9421+37.98= 4" SAN LATERAL CROSSING (LOT 97)ELEV = 682.0321+63.64= 4" SAN LATERAL CROSSING (LOT 98)ELEV =685.9322+10.91= 4" SAN LATERAL CROSSING (LOT 99)ELEV =687.58 26+44.26= 4" SAN LATERAL CROSSING (LOT 135) ELEV =693.64 27+18.66= 4" SAN LATERAL CROSSING (LOT 134) ELEV =694.38 27+67.62= 4" SAN LATERAL CROSSING (LOT 133) ELEV =692.5 24+13.58 = 24" STORM CROSSINGINV.=689.93'6.30' CLR.4.27' CLR.3.21' CLR.3.22' CLR. 4.38' CLR. 4.36' CLR. 24+79.83 = 8" STUB FOR FUTURE REC CENTER 25+99.91 = 17+04.69 WATERLINE "D" 1-8" TEE; 3-8" VALVES 675680685690695700705710715720725730675680685690695700705710715720725730+50+5011+00+5012+00+5013+0010+0010+00.00 = 25+50.93 WATERLINE "A" 11+05.32 = 22.50° HORIZONTAL BEND 11+34.98 = 11.25° HORIZONTAL BEND 12+16.11 = 1-8"x6" TEE 1-6" VALVE; 1 FIRE HYDRANT 12+61.60 = 45° HORIZONTAL BEND 12+38.80 = 45° HORIZONTAL BEND TEST PIT REQUIRED 1-8" TEE; 3-8" VALVES PROPOSED GRADEEXISTINGGRADEWATERLINE E - 8" CL 52 DIPRESTRAINED JOINTPIPE:STA. 10+56.51 -STA 11+02.79RESTRAINEDJOINT PIPE:STA. 11+57.39 -STA 12+02.9610+85.91= 4" SAN LATERAL CROSSING (LOT 77) ELEV. = 689.61' 11+29.68 = 8" EX. FORCEMAIN ELEV=689.22 TEST PIT REQUIRED *SEE NOTE THIS SHEET 1.53' CLR.4.00' MIN. CVR.PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-12-WATER PROFILES.dwg [WATER PROFILES] July 15, 2020 - 2:13pm awells WATERLINE PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA4383 RA1901DECEMBER, 2019N/A1"=50' (H); 1"=5' (V)12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VERTICAL2.55105*NOTE:CONTRACTOR TO TEST PIT EXISTING FORCEMAINAND PROVIDE A MINIMUM OF 4' COVER OVERPROPOSED WATER MAIN AS WELL AS 18" MINIMUMCLEARANCE BETWEEN EXISTING FORCEMAIN.CONTACT DESIGN ENGINEER AND FREDERICKWATER INSPECTOR IMMEDIATELY IF THESEMINIMUMS CANNOT BE MET BASED ON FIELDCONDITION. +50660665670675680685690695700705710715660665670675680685690695700705710715+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00+5018+00+5019+00+5020+00+5010+0021+00+5022+00+5023+00+5024+00+5025+0010+00.00 = 12+80.33 WATERLINE "C"1-8" TEE; 3-8" VALVES 17+27.37 = 10+00.00 WATERLINE "A" 1-8" TEE; 3-8" VALVES 23+10.24 = 90° HORIZONTAL BEND 23+54.31 = 45° HORIZONTAL BEND 23+19.74 = 45° HORIZONTAL BEND PROPOSED GRADEEXISTING GRADE17+90.59 = 30" STORM CROSSING INV.=672.04'WATERLINE B - 8" CL 52 DIPWATERLINE B - 8" CL 52 DIP10+09.42 = 15" STORM CROSSINGINV.=695.71'PROP.STRUCTURALFILLPROP. STRUCTURAL FILLPROP. STRUCTURAL FILLRESTRAINED JOINT PIPE:STA. 10+75.00 - STA 12+55.55RESTRAINED JOINT PIPE:STA. 18+23.47 - STA 19+47.77RESTRAINEDJOINT PIPE:STA.20+31.56 -STA.20+79.4719+55.83 = 1 FIRE HYDRANT 21+60.00 = AIR RELEASE VALVE 10+69.38 = 18" STORM CROSSINGINV.=694.55'11+20.18= 4" SAN LATERAL CROSSING (LOT 39); ELEV = 694.4211+25.79= 4" SAN LATERAL CROSSING (LOT 38); ELEV = 694.3111+74.72= 4" SAN LATERAL CROSSING (LOT 37)ELEV. = 693.3312+25.57= 4" SAN LATERAL CROSSING (LOT 36)ELEV. = 688.31'13+70.01 = 15" STORM CROSSINGELEV.=690.15'14+57.97= 4" SAN LATERAL CROSSING (LOT 35)ELEV. = 686.79'14+77.97= 4" SAN LATERAL CROSSING (LOT 34) ELEV. = 686.39' 15+60.00= 4" SAN LATERAL CROSSING (LOT 33) ELEV. = 684.75' 16+10.39= 4" SAN LATERAL CROSSING (LOT 32) ELEV. = 683.77' 16+28.65= 4" SAN LATERAL CROSSING (LOT 31) ELEV. = 680.41' 18+08.08= 4" SAN LATERAL CROSSING (LOT 28) ELEV. = 677.74' 18+72.54= 4" SAN LATERAL CROSSING (LOT 27) ELEV. = 678.06' 19+13.56= 4" SAN LATERAL CROSSING (LOT 26) ELEV. = 678.27' 19+68.99= 4" SAN LATERAL CROSSING (LOT 25) ELEV. =678.55' 20+11.54= 4" SAN LATERAL CROSSING (LOT 24) ELEV. =681.75' 20+61.75= 4" SAN LATERAL CROSSING (LOT 23) ELEV. =682.01' 21+68.99= 4" SAN LATERAL CROSSING (LOT 22) ELEV. =682.59' 22+40.44= 4" SAN LATERAL CROSSING (LOT 21) ELEV. =683.31' 22+84.99= 4" SAN LATERAL CROSSING (LOT 20) ELEV. =683.35' 23+16.11= 4" SAN LATERAL CROSSING (LOT 20) ELEV. =683.19' 23+45.04 = 15" STORM CROSSING; ELEV=683.98 4.00' MIN. CVR. 2.80' CLR.3.34' CLR.2.49'CLR. 8.27' CLR. 1.63' CLR. 10+50.00 = 8" SAN. CROSSINGINV.=691.83'7.07' CLR. 24+01.13 = 1-6" VALVE; FIRE HYDRANT 234+65.71 = 22.5° HORIZONTAL BEND 24+97.63 = 22.50° HORIZONTAL BEND 13+06.90 = 11.25° HORIZONTAL BEND13+16.90 = 11.25° HORIZONTAL BEND12+86.60 = 10+00.00 WATERLINE "D"1-8" TEE; 3-8" VALVES630635640645650655660665670675680685 630635640645650655660665670675680685+5025+00+5026+00+5027+00+5024+97.63 = 22.50°HORIZONTAL BEND25+11.02 = 22.5° HORIZONTAL BEND26+76.35 = CONNECTIONTO EX. WATER LINE TEST PIT REQUIRED PROPOSED GRADEWATERLINE B - 8" CL 52 DIP25+77.09= FORCEMAINCROSSINGELEV = 646.00'TEST PIT REQUIRED EXISTING GRADE4.00' MIN.CVR.25+83.74 = 8"SANITARY CROSSINGELEV = 645.92'3.34' CLR.25+51.70 = 22.5° HORIZONTAL BEND 1.61' CLR.26+13.11 = 1-6" VALVE;FIRE HYDRANT26+48.66 = 22.5°HORIZONTAL BEND PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-12-WATER PROFILES.dwg [WATER PROFILES(2)] July 15, 2020 - 2:14pm awells WATERLINE PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA4483 RA1901DECEMBER, 20192'1"=50' (H); 1"=5' (V)12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VERTICAL2.55105 680685690695700705710715720725730735680685690695700705710715720725730735+50+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00+5018+00+5019+00+5020+00+5010+0021+00+5022+00+5023+00+5024+00+5009+64.85 = 1 FIRE HYDRANT09+99.98 = 8"x6" REDUCER; 1-6" VALVE10+88.34 = 22.5° HORIZONTAL BEND13+06.10 = 10+00.00 WATERLINE "B"1-8" TEE; 3-8" VALVES12+47.26 = 1-8"x6" TEE; 1-6" VALVE; 1 FIRE HYDRANT 18+27.56 = 1-8"x6" TEE; 1-6" VALVE; 1 FIRE HYDRANT 19+84.33 = 28+94.93 WATERLINE "A" 1-8" TEE; 3-8" VALVES 24+18.50 = 1 FIRE HYDRANT 24+13.68 = 1-8" GATE VALVE; 1-FOSTER ADAPTER; 1-8"X6" REDUCER PROPOSED GRADEEXISTING GRADEWATERLINE C - 8" CL 52 DIPWATERLINE C - 8" CL 52 DIP4' MIN. CVR.PROP. STRUCTURAL FILLPROP.STRUCTURAL FILLWATERLINE C - 8" CL 52 DIPRESTRAINED JOINT PIPE:STA. 14+69.89 - STA 16+62.33RESTRAINED JOINT PIPE:STA. 20+64.56 - STA 22+20.5615+30.00 = AIR RELEASE VALVE 22+25.00 = AIR RELEASE VALVE 10+658.14= 4" SAN LATERAL CROSSING (LOT42) ELEV. = 695.41'10+91.83= 4" SAN LATERAL CROSSING (LOT 43)ELEV. = 697.92'11+37.39= 4" SAN LATERAL CROSSING (LOT 44)ELEV. = 697.84'11+84.13= 4" SAN LATERAL CROSSING (LOT 45)ELEV. = 697.78'11+91.18= 4" SAN LATERAL CROSSING(LOT 46) ELEV. = 694.71'12+65.18= 4" SAN LATERAL CROSSING(LOT 47) ELEV. = 693.97'12+85.64 = 15" STORM CROSSINGELEV.=695.65'13+25.58= 4" SAN LATERAL CROSSING (LOT 48)ELEV. = 696.38'14+00.51= 4" SAN LATERAL CROSSING(LOT 49) ELEV. = 696.50'14+10.25= 4" SAN LATERAL CROSSING(LOT 50) ELEV. = 696.60' 14+55.02= 4" SAN LATERAL CROSSING (LOT 51) ELEV. = 697.04' 15+03.97= 4" SAN LATERAL CROSSING (LOT 52) ELEV. = 697.04' 15+90.10= 4" SAN LATERAL CROSSING (LOT 53) ELEV. = 699.62' 16+38.24 = 4" SAN LATERAL CROSSING (LOT 54) ELEV. = 699.13' 16+87.45 = 4" SAN LATERAL CROSSING (LOT 55) ELEV. = 698.64' 17+40.17 = 4" SAN LATERAL CROSSING (LOT 56) ELEV. = 698.12' 17+56.17 = 4" SAN LATERAL CROSSING (LOT 57) ELEV. = 694.96' 18+33.18 = 4" SAN LATERAL CROSSING (LOT 58) ELEV. = 696.96' 18+98.63 = 4" SAN LATERAL CROSSING (LOT 59) ELEV. = 696.66' 19+11.11 = 18" STORM CROSSING ELEV.=696.02' 19+23.63 = 4" SAN LATERAL CROSSING (LOT 60) ELEV. = 696.53' 19+71.13 = 4" SAN LATERAL CROSSING (LOT 61) ELEV. = 696.30' 20+21.85 = 4" SAN LATERAL CROSSING (LOT 62) ELEV. = 696.04' 21+15.50 = 4" SAN LATERAL CROSSING (LOT 63) ELEV. = 696.41' 21+41.50 = 4" SAN LATERAL CROSSING (LOT 64) ELEV. = 696.67' 21+71.09 = 4" SAN LATERAL CROSSING (LOT 65) ELEV. = 696.96' 22+27.63 = 4" SAN LATERAL CROSSING (LOT 66) ELEV. = 697.53' 23+04.36 = 4" SAN LATERAL CROSSING (LOT 67) ELEV. = 698.32' 23+49.71 = 4" SAN LATERAL CROSSING (LOT 68) ELEV. = 698.39' 23+78.24 = 4" SAN LATERAL CROSSING (LOT 69) ELEV. = 695.57' 3.77' CLR. 3.84' CLR.RESTRAINED JOINT PIPE:STA. 23+18.63 - STA 23+64.4910+09.36 = 90° HORIZONTAL BEND675680685690695700705710715720725730 675680685690695700705710715720725730+50+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00+5010+0010+00.00 = 12+80.33 WATERLINE "A"1-8" TEE; 3-8" VALVES10+61.36 = 11.25° HORIZONTAL BEND11+01.44 = 11.25° HORIZONTAL BEND 10+00.00 = 25+50.93 WATERLINE "A" 1-8" TEE; 3-8" VALVES PROPOSED GRADEEXISTING GRADEWATERLINE D- 8" CL 52 DIPWATERLINE D - 8" CL 52 DIP4' MIN. CVR.PROP. STRUCTURAL FILLRESTRAINED JOINT PIPE:STA. 10+35.58 - STA 10+97.49RESTRAINED JOINT PIPE:STA. 12+33.55 - STA 13+38.7212+76.47 = 1 FIRE HYDRANT 10+62.73 = 24" STORM CROSSINGELEV.=689.83' 11+75.09 = 15" STORM CROSSING ELEV.=692.76' 11+90.69= 4" SAN LATERAL CROSSING (LOT 143) ELEV. = 689.58' 12+34.86= 4" SAN LATERAL CROSSING (LOT 142) ELEV. = 690.46' 12+84.69= 4" SAN LATERAL CROSSING (LOT 141) ELEV. = 691.63' 13+30.36= 4" SAN LATERAL CROSSING (LOT 140) ELEV. = 692.31' 13+98.80= 4" SAN LATERAL CROSSING (LOT 139) ELEV. = 693.34' 14+30.52= 4" SAN LATERAL CROSSING (LOT 138) ELEV. = 693.81' 14+80.41= 4" SAN LATERAL CROSSING (LOT 137) ELEV. = 694.56' 15+29.03 = 4" SAN LATERAL CROSSING (LOT 136) ELEV. = 694.77' 15+82.69 = 15" STORM CROSSING ELEV.=692.42' 16+92.17 = 24" STORM CROSSING ELEV.=690.76' 2.99'CLR. 2.83' CLR. 5.28' CLR. 4.68' CLR. 10+46.63 = 8" SAN. CROSSINGINV.=686.23'7.59' CLR.PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-12-WATER PROFILES.dwg [WATER PROFILES(3)] July 15, 2020 - 2:14pm awells WATERLINE PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA4583 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VERTICAL2.55105 +5010+00+5011+00+5012+00+5013+00+5014+00+5065065566066567067568068569069570070565065566066567067568068569069570070536" RCP III146.24' @ 1.67%36"RCP III38.99'@ 1.67%36"RCP III31.18'@ 3.30%36" RCP III113.55' @ 1.00%36"RCP III41.18'@ 0.75%24"RCP III56.67'@ 2.00%201203204205205A206206A10+00.00 = ES1-36(Out) INV. IN=660.00 (FROM 203 36")11+46.24 = MH2-5 MHINV. IN=662.54 (FROM 204 36")INV. OUT=662.4411+85.23 = MH2-5 DI-4BB RIGHT (L=10')INV. IN=663.29 (FROM 205 36")INV. OUT=663.1912+16.40 = MH2-5 DI-4BB LEFT (L=10')INV. IN=664.42 (FROM 205A 36")INV. OUT=664.3213+29.95 = MH2-5 DI-7INV. IN=665.66 (FROM 206 36")INV. OUT=665.5613+71.13 = MH2-6 MHINV. IN=674.37 (FROM 206A 24")INV. IN=668.97 (FROM 207 30")INV. OUT=665.9714+27.80 = ES1-24(In) INV. OUT=668.10 RIM=663.33 RIM=672.40RIM=673.51RIM=673.53RIM=671.00 RIM=681.3012+24.86 = 8" Sanitary XING (D-B)ELEV=661.2013+55.07 = 8" Sanitary XING (D2 - D1)ELEV=663.00 219-206+5010+00+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00+5018+00+5019+00+5020+00+5021+00+5022+00+5023+0066066567067568068569069570070571071566066567067568068569069570070571071530" RCP III146.90' @ 4.50%30" RCP III124.49' @ 1.85%30" RCP III104.44' @ 1.85%30" RCP III215.86' @ 1.85%30" RCP III147.60' @ 0.75%30"RCP III31.17'@ 0.75%24"RCP III44.20'@ 1.75%24" RCP III199.13' @ 1.50%24"RCP III46.37'@ 0.50%24" RCP III75.91'@ 0.50%15" RCP III126.43' @ 0.65%15"RCP III31.17'@ 0.50%20620720820921021221321421521621721821910+00.00 = MH2-6 MHINV. IN=668.97 (FROM 207 30")INV. IN=674.37 (FROM 206A 24")INV. OUT=665.9711+46.90 = MH2-6 DI-3CC (L=8')INV. IN=680.08 (FROM 208 30")INV. OUT=675.5812+71.39 = MH2-5 DI-3BB RIGHT (L=8')INV. IN=682.48 (FROM 209 30")INV. IN=683.63 (FROM 208A 15")INV. OUT=682.3813+75.82 = MH2-5 DI-3BB RIGHT (L=8')INV. IN=684.51 (FROM 210 30")INV. IN=685.66 (FROM 209A 15")INV. OUT=684.41 15+91.69 = MH2-6 DI-3CC (L=8') INV. IN=688.61 (FROM 212 30") INV. IN=689.76 (FROM 210A 15") INV. IN=689.76 (FROM 211 15") INV. OUT=688.51 17+39.29 = MH2-5 DI-3BB RIGHT (L=8') INV. IN=689.81 (FROM 213 30") INV. IN=690.96 (FROM 212A 15") INV. OUT=689.71 17+70.46 = MH2-5 DI-3BB LEFT (L=8') INV. IN=690.55 (FROM 214 24") INV. OUT=690.05 18+14.65 = MH2-4 DI-3BB RIGHT (L=8') INV. IN=691.42 (FROM 215 24") INV. IN=692.07 (FROM 214A 15") INV. OUT=691.32 20+13.78 = MH2-4 MH INV. IN=694.51 (FROM 216 24") INV. IN=694.91 (FROM 215A 18") INV. OUT=694.41 20+60.15 = MH2-4 DI-3BB LEFT (L=4') INV. IN=694.84 (FROM 217 24") INV. IN=696.74 (FROM 216A 15") INV. OUT=694.74 21+36.06 = MH2-4 DI-3CC (L=10') INV. IN=695.97 (FROM 218 15") INV. IN=695.72 (FROM 217A 18") INV. OUT=695.22 22+62.49 = MH2-4 DI-3BB RIGHT (L=8') INV. IN=696.89 (FROM 219 15") INV. OUT=696.79 22+93.66 = MH2-4 DI-3BB LEFT (L=6') INV. OUT=697.05 RIM=681.30 RIM=687.80 RIM=691.73 RIM=696.86 RIM=699.04 RIM=702.74 RIM=702.74 RIM=702.10 RIM=704.68 RIM=706.18 RIM=705.84 RIM=706.86 RIM=706.86 20+46.80 = 8" Sanitary XING (N - M) ELEV=691.46 +5010+00+5066066567067568068569069570070571071566066567067568068569069570070571071515"RCP III31.95'@ 0.50%208208A10+00.00 = MH2-5 DI-3BB RIGHT (L=8') INV. IN=683.63 (FROM 208A 15") INV. IN=682.48 (FROM 209 30") INV. OUT=682.38 10+31.95 = MH2-4 DI-3B LEFT (L=8') INV. OUT=683.79 RIM=691.73 RIM=691.80 +5010+00+5066066567067568068569069570070571071566066567067568068569069570070571071515"RCP III31.19'@ 0.50%209209A10+00.00 = MH2-5 DI-3BB RIGHT (L=8') INV. IN=685.66 (FROM 209A 15") INV. IN=684.51 (FROM 210 30") INV. OUT=684.41 10+31.19 = MH2-4 DI-3BB LEFT (L=8') INV. OUT=685.82 RIM=696.86 RIM=696.80 +5010+00+5011+0066066567067568068569069570070571071566066567067568068569069570070571071515"RCP III29.17'@ 0.50%15"RCP III43.61'@ 0.50%210210A210B10+00.00 = MH2-6 DI-3CC (L=8') INV. IN=689.76 (FROM 210A 15") INV. IN=688.61 (FROM 212 30") INV. IN=689.76 (FROM 211 15") INV. OUT=688.51 10+29.17 = MH2-4 DI-3CC (L=8') INV. IN=690.00 (FROM 210B 15") INV. OUT=689.90 10+72.78 = MH2-4 DI-3BB LEFT (L=6') INV. OUT=690.22 RIM=699.04 RIM=699.04 RIM=699.35 +5010+00+5066066567067568068569069570070571071566066567067568068569069570070571071515"RCP III37.26'@ 2.00%21021110+00.00 = MH2-6 DI-3CC (L=8') INV. IN=689.76 (FROM 211 15") INV. IN=689.76 (FROM 210A 15") INV. IN=688.61 (FROM 212 30") INV. OUT=688.51 10+37.26 = MH2-4 DI-7 INV. OUT=690.50 RIM=699.04 RIM=699.00 11+66.43 = WATER XINGINV.=668.02'1.81' CLR.10+10.61 = WATER CROSSING INV.=694.38'3.01' CLR.11+37.59 = WATER CROSSING INV.=681.05'2.98' CLR.14+83.75 = WATER CROSSING INV.=695.37'6.07' CLR.15+52.91 = WATER CROSSING INV.=694.60'3.98' CLR.16+10.16 = WATER CROSSING INV.=694.45'2.93' CLR.17+83.89 = WATER CROSSING INV.=697.44'4.43' CLR.18+01.44 = WATER CROSSING INV.=697.48'4.13' CLR.20+27.12 = WATER CROSSING INV.=700.93'4.11' CLR.EXISTING GRADEPROPOSED GRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEHGLHGLHGLHGLHGLHGLHGL2.28' CLR.1.86' CLR.2.3' CLR.660665670675680685690695700705710715660665670675680685690695700705710715+5010+00+5011+00+5012+0011+09.74 = 8" Sanitary XING (J - EX 1042)1.57' CLR.11+06.72 = EX. 8" Sanitary XING (FORCEMAIN)3.99' CLR.18"RCP III60.48'@ 0.50%18"RCP III31.24'@ 0.50%15" RCP III63.66'@ 0.50%40140240350210+00.00 ES1-18(Out) INV. IN=689.54 (FROM 402 18") INV. OUT=689.44 10+60.48 MH2-4 INV. IN=689.95 (FROM 403 18") INV. OUT=689.84 10+91.72 MH2-4 INV. IN=691.46 (FROM 502 15") INV. OUT=690.11 11+55.38 ES1-15(In) INV. IN=691.78 15") INV. OUT=691.78 RIM=692.69 RIM=693.66 RIM=694.00 RIM=700.00PROPOSEDGRADE1.52' CLR.1.74' CLR.10+35.14 WATERLINE XING; INV.=687.33' 10+26.98 GAS XING; INV.=687.07'HGLEXISTINGGRADETEST PIT REQUIRED TEST PIT REQUIRED PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-13-STORM PROFILES.dwg [STORM PROFILES] July 15, 2020 - 2:14pm awells STORM SEWER PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA4683 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VERTICAL2.55105NOTE:1.REFER TO VDOT NOTE V-21 FOR INSTALLATIONOF 36" PIPE OR LARGER. +5010+00+5011+00+5012+00+5013+00+5014+00+5066066567067568068569069570070571071566066567067568068569069570070571071515" RCP III99.92' @ 1.05%15"RCP III31.17'@ 0.55%15" RCP III131.42' @ 0.50%15"RCP III55.00'@ 0.50%15" RCP III100.00' @ 0.50%212212A212B212C212D212E10+00.00 = MH2-5 DI-3BB RIGHT (L=8')INV. IN=690.96 (FROM 212A 15")INV. IN=689.81 (FROM 213 30")INV. OUT=689.7110+99.92 = MH2-4 DI-3BB RIGHT (L=8')INV. IN=692.11 (FROM 212B 15")INV. OUT=692.0111+31.08 = MH2-4 DI-3BB LEFT (L=8')INV. IN=692.38 (FROM 212C 15")INV. OUT=692.2812+62.50 = MH2-4 DI-7INV. IN=696.04 (FROM 212D 15")INV. OUT=693.0413+17.50 = MH2-4 DI-7INV. IN=696.42 (FROM 212E 15")INV. OUT=696.3214+17.50 = MH2-4 DI-7INV. OUT=696.92 RIM=702.74RIM=703.74RIM=703.74RIM=702.60RIM=703.30RIM=701.20 +5010+00+5067067568068569069570070571071572072567067568068569069570070571071572072515"RCP III31.17'@ 0.50%214214A10+00.00 = MH2-4 DI-3BB RIGHT (L=8') INV. IN=692.07 (FROM 214A 15") INV. IN=691.42 (FROM 215 24") INV. OUT=691.32 10+31.17 = MH2-4 DI-3BB LEFT (L=8') INV. OUT=692.23 RIM=702.60 RIM=702.60 +5010+00+5011+00+5012+00+5013+00+5014+00+5015+00+5067067568068569069570070571071572072567067568068569069570070571071572072518"RCP III31.12'@ 1.50%18"RCP III45.06'@ 1.00%18" RCP III238.66' @ 0.50%18" RCP III106.96' @ 0.50%15" RCP III123.61' @ 0.50%215215A215B215C215D215F10+00.00 = MH2-4 MH INV. IN=694.91 (FROM 215A 18") INV. IN=694.51 (FROM 216 24") INV. OUT=694.41 10+31.12 = MH2-4 MH INV. IN=695.47 (FROM 215B 18") INV. OUT=695.37 10+76.19 = MH2-4 DI-3BB LEFT (L=6') INV. IN=696.02 (FROM 215C 18") INV. IN=697.92 (FROM 215E 15") INV. OUT=695.92 13+14.85 = MH2-4 DI-3BB RIGHT (L=8') INV. IN=697.32 (FROM 215D 18") INV. OUT=697.22 14+21.81 = MH2-4 DI-3C (L=10') INV. IN=698.10 (FROM 215F 15") INV. OUT=697.85 15+45.42 = MH2-4 DI-7 INV. OUT=698.72 RIM=705.93 RIM=705.93 RIM=707.25 RIM=708.29 RIM=705.42 RIM=704.30 10+44.47 = 8" Sanitary XING (M - L) ELEV=690.83 10+63.21 = 8" Sanitary XING (M1 - M) ELEV=691.25 +5010+00+5067067568068569069570070571071572072567067568068569069570070571071572072515"RCP III31.17'@ 0.50%215B215E10+00.00 = MH2-4 DI-3BB LEFT (L=6') INV. IN=697.92 (FROM 215E 15") INV. IN=696.02 (FROM 215C 18") INV. OUT=695.92 10+31.17 = MH2-4 DI-3BB RIGHT (L=6') INV. OUT=698.08 RIM=707.25 RIM=707.25+5010+00+5067067568068569069570070571071572072567067568068569069570070571071572072515"RCP III31.17'@ 0.50%216216A10+00.00 = MH2-4 DI-3BB LEFT (L=4')INV. IN=696.74 (FROM 216A 15")INV. IN=694.84 (FROM 217 24")INV. OUT=694.7410+31.17 = MH2-4 DI-3BB RIGHT (L=4')INV. OUT=696.89 RIM=706.30RIM=706.30+5010+00+5011+00+5012+00+5013+00+5014+0067067568068569069570070571071572072567067568068569069570070571071572072518"RCP III32.67'@ 0.50%18" RCP III120.67' @ 0.50%15" RCP III107.48' @ 0.50%15" RCP III100.00' @ 0.50%217217A217B217C217D10+00.00 = MH2-4 DI-3CC (L=10')INV. IN=695.72 (FROM 217A 18")INV. IN=695.97 (FROM 218 15")INV. OUT=695.2210+32.67 = MH2-4 DI-3CC (L=10')INV. IN=695.98 (FROM 217B 18")INV. OUT=695.8811+53.34 = MH2-4 DI-7INV. IN=696.83 (FROM 217C 15")INV. IN=696.83 (FROM 217E 15")INV. OUT=696.5812+60.81 = MH2-4 DI-7INV. IN=698.37 (FROM 217D 15")INV. OUT=697.37 13+60.81 = MH2-4 DI-7 INV. OUT=698.87 RIM=705.84RIM=705.83RIM=702.00RIM=703.50 RIM=704.83217D-217217E-217B+5010+00+5011+00+5012+00+5067067568068569069570070571071572072567067568068569069570070571071572072515" RCP III207.52' @ 0.50%217B217E10+00.00 = MH2-4 DI-7 INV. IN=696.83 (FROM 217E 15") INV. IN=696.83 (FROM 217C 15") INV. OUT=696.58 12+07.52 = MH2-4 DI-7 INV. OUT=697.87 RIM=702.00 RIM=702.00 +5010+00+5011+00+5064064565065566066567067568068569069564064565065566066567067568068569069518"RCP III59.10'@ 1.10%18"RCP III31.17'@ 1.00%15"RCP III16.30'@ 1.00%30130230330410+00.00 = ES1-18(Out) INV. IN=651.50 (FROM 302 18") 10+59.10 = MH2-4 DI-3B RIGHT (L=10') INV. IN=652.25 (FROM 303 18") INV. OUT=652.15 10+90.27 = MH2-4 DI-3B LEFT (L=10') INV. IN=652.81 (FROM 304 15") INV. OUT=652.56 11+06.57 = MH2-4 DI-7 INV. OUT=652.97 RIM=651.50 RIM=658.25 RIM=658.25 RIM=657.40 10+36.13 = EX. 8" Sanitary XING (A - EX 1045) ELEV=649.15 10+97.41 = 8" Sanitary XING (B-A) ELEV=650.08 11+40.50 = WATER CROSSING INV.=698.89'5.03' CLR.10+41.34 = WATER CROSSINGINV.=701.36'3.64' CLR.PROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEHGLHGLHGLHGLHGLHGLHGLHGL3.9' CLR.3.67' CLR.1.89' CLR.1.94' CLR.C2-C1+5010+00+506306356406456506556606656706756806856906956306356406456506556606656706756806856906951.53' CLR.ELEV=646.44 10+30.21 = EX. 8" Sanitary XING (EX. 1087- EX. 1044) 10+35.21= EX. 8" FORCEMAIN XING ELEV=645.84 TEST PIT REQUIRED 1.95' CLR.EXISTINGGRADE.52' CLR.TEST PIT REQUIRED10+44.85= EX. 8" FORCEMAIN XING ELEV=654.24 24"RCP III43.72'@ 2.00%C1C210+00.00 = ES1-24(Out) INV. IN=648.28 (FROM C2 24") INV. OUT=649.15 10+43.72 = EW1-24(In) PROPOSEDGRADEPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-13-STORM PROFILES.dwg [STORM PROFILES(2)] July 15, 2020 - 2:14pm awells STORM SEWER PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA4783 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VERTICAL2.55105NOTE:1.REFER TO VDOT NOTE V-21 FOR INSTALLATIONOF 36" PIPE OR LARGER. +5010+00+5011+00+5012+00+5013+00+5014+00+5015+00+5016+00+5017+00+5018+00+5019+0065065566066567067568068569069570070565065566066567067568068569069570070530" RCP III85.02' @ 5.00%30" RCP III125.17' @ 3.00%24" RCP III204.09' @ 3.25%24" RCP III266.16' @ 3.25%24" RCP III97.51' @ 3.25%24"RCP III31.32'@ 1.00%24"RCP III47.93'@ 1.00%10110210310510610710810910+00.00 = ES1-30(Out) INV. IN=660.00 (FROM 102 30")10+85.02 = MH2-6 MHINV. IN=666.25 (FROM 103 30")INV. OUT=664.2512+10.18 = MH2-5 DI-3CC (L=8')INV. IN=670.51 (FROM 105 24")INV. IN=670.11 (FROM 104 30")INV. IN=674.51 (FROM 103A 18")INV. OUT=670.0114+14.27 = MH2-4 DI-3BB LEFT (L=8') INV. IN=677.24 (FROM 106 24") INV. IN=681.14 (FROM 105A 15") INV. OUT=677.14 16+80.43 = MH2-4 DI-3BB LEFT (L=8') INV. IN=685.99 (FROM 107 24") INV. IN=687.89 (FROM 106A 15") INV. OUT=685.89 17+77.94 = MH2-4 DI-3BB LEFT (L=8') INV. IN=689.26 (FROM 108 24") INV. IN=689.91 (FROM 107A 15") INV. OUT=689.16 18+09.26 = MH2-4 DI-3BB RIGHT (L=8') INV. IN=689.67 (FROM 109 24") INV. OUT=689.57 18+57.19 = MH2-4 DI-3BB LEFT (L=8') INV. IN=690.25 (FROM 110 24") INV. IN=690.90 (FROM 109A 15") INV. OUT=690.15 RIM=677.48 RIM=686.62 RIM=690.65 RIM=697.49 RIM=699.75 RIM=699.80 RIM=700.30 12+02.02 = 8" Sanitary XING (E1 - E)ELEV=676.28 17+16.67 = 8" Sanitary XING (F - E) ELEV=684.22 17+56.91 = 8" Sanitary XING (F1 - F) ELEV=685.25 18+46.29 = 8" Sanitary XING (G - F) ELEV=686.52+5010+00+5011+00+5012+00+5013+00+5014+00+5015+00+5016+0067067568068569069570070571071572072567067568068569069570070571071572072524" RCP III193.07' @ 1.75%24"RCP III31.17'@ 0.75%18"RCP III30.71'@ 1.00%18"RCP III23.32'@ 1.00%18"RCP III31.22'@ 0.50%15" RCP III121.88' @ 0.50%15" RCP III157.94' @ 0.50%109110111111A112113114114A10+00.00 = MH2-4 DI-3BB LEFT (L=8')INV. IN=690.25 (FROM 110 24")INV. IN=690.90 (FROM 109A 15")INV. OUT=690.1511+93.07 = MH2-4 DI-3BB LEFT (L=4')INV. IN=693.73 (FROM 111 24")INV. OUT=693.6312+24.23 = MH2-4 DI-3BB RIGHT (L=4')INV. IN=694.46 (FROM 111A 18")INV. OUT=693.9612+54.94 = MH2-4 DI-7INV. IN=694.87 (FROM 112 18")INV. OUT=694.7712+78.26 = MH2-4 DI-3CC (L=8')INV. IN=695.20 (FROM 113 18")INV. IN=698.10 (FROM 112A 15")INV. OUT=695.1013+09.48 = MH2-4 DI-3CC (L=8')INV. IN=695.61 (FROM 114 15")INV. IN=695.61 (FROM 113A 15")INV. OUT=695.36 14+31.36 = MH2-4 DI-7 INV. IN=696.32 (FROM 114A 15") INV. OUT=696.22 15+89.30 = MH2-4 DI-7 INV. OUT=697.11 RIM=700.30 RIM=704.33RIM=704.33RIM=703.50RIM=705.07RIM=705.07 RIM=702.60 RIM=702.00 12+68.81 = 8" Sanitary XING (H1 - H)ELEV=692.06114A-109103D-103+5010+00+5011+00+5012+00+5013+00+5014+00+5015+00+5065566066567067568068569069570070571065566066567067568068569069570070571018"RCP III63.78'@ 2.00%15" RCP III97.98' @ 2.00%15" RCP III234.73' @ 2.00%15" RCP III131.43' @ 2.00%103103A103B103C103D10+00.00 = MH2-5 DI-3CC (L=8') INV. IN=674.51 (FROM 103A 18") INV. IN=670.11 (FROM 104 30") INV. IN=670.51 (FROM 105 24") INV. OUT=670.01 10+63.78 = MH2-4 DI-3BB RIGHT (L=6') INV. IN=676.03 (FROM 103B 15") INV. IN=676.78 (FROM 103E 15") INV. OUT=675.78 11+61.76 = MH2-4 DI-3BB RIGHT (L=6') INV. IN=678.09 (FROM 103C 15") INV. IN=679.99 (FROM 103F 15") INV. OUT=677.99 13+96.50 = MH2-4 DI-3BB LEFT (L=8') INV. IN=682.89 (FROM 103D 15") INV. IN=682.89 (FROM 103G 15") INV. OUT=682.79 15+27.93 = MH2-4 DI-3C (L=8') INV. OUT=685.51 RIM=686.62 RIM=687.12 RIM=689.70 RIM=692.07 RIM=690.30 +5010+00+5065566066567067568068569069570070571065566066567067568068569069570070571015"RCP III31.17'@ 0.50%103A103E10+00.00 = MH2-4 DI-3BB RIGHT (L=6') INV. IN=676.78 (FROM 103E 15") INV. IN=676.03 (FROM 103B 15") INV. OUT=675.78 10+31.17 = MH2-4 DI-3BB LEFT (L=6') INV. OUT=676.94 RIM=687.12 RIM=687.12 +5010+00+5065566066567067568068569069570070571065566066567067568068569069570070571015"RCP III31.17'@ 0.50%103B103F10+00.00 = MH2-4 DI-3BB RIGHT (L=6') INV. IN=679.99 (FROM 103F 15") INV. IN=678.09 (FROM 103C 15") INV. OUT=677.99 10+31.17 = MH2-4 DI-3BB LEFT (L=6') INV. OUT=680.15 RIM=689.70 RIM=689.70 103G-103C+5010+00+5066066567067568068569069570070571071566066567067568068569069570070571071515"RCP III31.17'@ 0.50%103C103G10+00.00 = MH2-4 DI-3BB LEFT (L=8') INV. IN=682.89 (FROM 103G 15") INV. IN=682.89 (FROM 103D 15") INV. OUT=682.79 10+31.17 = MH2-4 DI-3BB RIGHT (L=8') INV. OUT=683.04 RIM=692.07 RIM=692.07 13+42.18 = WATER CROSSINGINV.=683.25'6.19' CLR.18+26.13 = WATER CROSSING INV.=694.82'2.74' CLR.13+34.00 = WATER CROSSINGINV.=699.39'3.13' CLR.13+47.02 = WATER CROSSINGINV.=700.66'3.58' CLR.14+51.35 = WATER CROSSING INV.=686.87'1.46' CLR.PROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEHGLHGLHGLHGLHGLHGLHGLHGL2.01' CLR.2.34' CLR.2.62' CLR.2.08' CLR.3.66' CLR.PROP.STRUCTURALFILLPROP.STRUCTURALFILLPROP.STRUCTURALFILLPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-13-STORM PROFILES.dwg [STORM PROFILES(3)] July 15, 2020 - 2:14pm awells STORM SEWER PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA4883 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VERTICAL2.55105NOTE:1.REFER TO VDOT NOTE V-21 FOR INSTALLATIONOF 36" PIPE OR LARGER. +5010+00+5011+00+5012+00+5013+00+5014+00+5065566066567067568068569069570070571065566066567067568068569069570070571030"RCP III31.67'@ 3.25%30" RCP III68.56'@ 0.50%30" RCP III111.70' @ 5.00%15"RCP III62.44'@ 2.00%15" RCP III150.00' @ 2.00%103104104A104B104C104D10+00.00 = MH2-5 DI-3CC (L=8')INV. IN=670.11 (FROM 104 30")INV. IN=670.51 (FROM 105 24")INV. IN=674.51 (FROM 103A 18")INV. OUT=670.0110+31.67 = MH2-5 DI-3CC (L=8')INV. IN=671.24 (FROM 104A 30")INV. OUT=671.1411+00.22 = MH2-5 DI-3BB RIGHT (L=8')INV. IN=671.68 (FROM 104B 30")INV. OUT=671.5812+11.92 = MH2-5 DI-7INV. IN=678.51 (FROM 104C 15")INV. IN=678.51 (FROM 104E 15")INV. OUT=677.2612+74.37 = MH2-4 DI-7INV. IN=680.76 (FROM 104D 15")INV. OUT=679.76 14+24.37 = MH2-4 DI-7 INV. OUT=683.76 RIM=686.62RIM=686.58RIM=687.17RIM=684.00 RIM=688.00 RIM=692.00 +5010+00+5011+00+5012+00+5013+00+5014+00+5066066567067568068569069570070571071566066567067568068569069570070571071515" RCP III67.90'@ 2.00%15" RCP III150.00' @ 2.00%15" RCP III200.00' @ 1.75%104B104E104F104G10+00.00 = MH2-5 DI-7 INV. IN=678.51 (FROM 104E 15") INV. IN=678.51 (FROM 104C 15") INV. OUT=677.26 10+67.90 = MH2-4 DI-7 INV. IN=679.97 (FROM 104F 15") INV. OUT=679.87 12+17.90 = MH2-4 DI-7 INV. IN=683.07 (FROM 104G 15") INV. OUT=682.97 14+17.90 = MH2-4 DI-7 INV. OUT=686.57 RIM=684.00 RIM=685.00 RIM=688.50 RIM=690.50 +5010+00+5066066567067568068569069570070571071566066567067568068569069570070571071515"RCP III31.17'@ 0.50%105105A10+00.00 = MH2-4 DI-3BB LEFT (L=8') INV. IN=681.14 (FROM 105A 15") INV. IN=677.24 (FROM 106 24") INV. OUT=677.14 10+31.17 = MH2-4 DI-3BB RIGHT (L=4') INV. OUT=681.29 RIM=690.65 RIM=690.64 +5010+00+5011+0066066567067568068569069570070571071566066567067568068569069570070571071515"RCP III31.17'@ 0.50%15" RCP III64.88'@ 0.50%106106A106B10+00.00 = MH2-4 DI-3BB LEFT (L=8') INV. IN=687.89 (FROM 106A 15") INV. IN=685.99 (FROM 107 24") INV. OUT=685.89 10+31.17 = MH2-4 DI-3BB RIGHT (L=8') INV. IN=690.04 (FROM 106B 15") INV. OUT=688.04 10+96.05 = MH2-4 DI-7 INV. OUT=690.37 RIM=697.49 RIM=697.49 RIM=697.00107D-107+5010+00+5011+00+5012+00+5013+00+5014+0066066567067568068569069570070571071566066567067568068569069570070571071515" RCP III108.80' @ 2.00%15"RCP III31.17'@ 1.40%15" RCP III131.44' @ 0.50%15" RCP III105.00' @ 0.50%107107A107B107C107D10+00.00 = MH2-4 DI-3BB LEFT (L=8')INV. IN=689.91 (FROM 107A 15")INV. IN=689.26 (FROM 108 24")INV. OUT=689.1611+08.80 = MH2-4 DI-3BB LEFT (L=8')INV. IN=692.18 (FROM 107B 15")INV. OUT=692.0811+39.96 = MH2-4 DI-3BB RIGHT (L=8')INV. IN=692.72 (FROM 107C 15")INV. OUT=692.6212+71.41 = MH2-4 DI-7INV. IN=693.48 (FROM 107D 15")INV. OUT=693.38 13+76.41 = MH2-4 DI-7 INV. OUT=694.00 RIM=699.54RIM=701.31RIM=701.31RIM=699.50 RIM=700.25 +5010+00+5066066567067568068569069570070571071566066567067568068569069570070571071515"RCP III31.17'@ 0.50%109109A10+00.00 = MH2-4 DI-3BB LEFT (L=8') INV. IN=690.90 (FROM 109A 15") INV. IN=690.25 (FROM 110 24") INV. OUT=690.15 10+31.17 = MH2-4 DI-3BB RIGHT (L=8') INV. OUT=691.06 RIM=700.30 RIM=700.30 +5010+00+5011+0066567067568068569069570070571071572066567067568068569069570070571071572015"RCP III62.68'@ 0.50%15"RCP III31.17'@ 0.50%112112A112B10+00.00 = MH2-4 DI-3CC (L=8') INV. IN=698.10 (FROM 112A 15") INV. IN=695.20 (FROM 113 18") INV. OUT=695.10 10+62.68 = MH2-4 DI-3B RIGHT (L=6') INV. IN=698.52 (FROM 112B 15") INV. OUT=698.42 10+93.85 = MH2-4 DI-3B LEFT (L=6') INV. OUT=698.67 RIM=705.07 RIM=705.68 RIM=705.68 +5010+00+5011+0066066567067568068569069570070571071566066567067568068569069570070571071515" RCP III72.17'@ 0.50%113113A10+00.00 = MH2-4 DI-3CC (L=8') INV. IN=695.61 (FROM 113A 15") INV. IN=695.61 (FROM 114 15") INV. OUT=695.36 10+72.17 = MH2-4 DI-3B RIGHT (L=6') INV. OUT=695.97 RIM=705.07 RIM=705.70 11+28.28 = WATER CROSSINGINV.=682.80'7.97' CLR.10+67.04 = WATER CROSSING INV.=693.88'2.30' CLR.11+49.38 = WATER CROSSINGINV.=696.83'2.63' CLR.10+21.29 = WATER CROSSING INV.=699.76'PROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEPROPOSEDGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEEXISTINGGRADEHGLHGLHGLHGLHGLHGLHGLHGL2.61' CLR.PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-13-STORM PROFILES.dwg [STORM PROFILES(5)] July 15, 2020 - 2:15pm awells STORM SEWER PROFILES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA4983 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050HORIZONTALFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VERTICAL2.55105NOTE:1.REFER TO VDOT NOTE V-21 FOR INSTALLATIONOF 36" PIPE OR LARGER. PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-14-STORM COMPS.dwg [STM COMPS(3)] July 15, 2020 - 2:15pm awells STORM SEWER COMPUTATIONS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA5083 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINI PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-14-STORM COMPS.dwg [STM COMPS] July 15, 2020 - 2:15pm awells STORM SEWER COMPUTATIONS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA5183 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIOUTFALL STRUCTURE 101Q10 =49.60 CFSPipe Diameter = Do = 30" RCP IIITW = 2' > 0.5 Do = 1.25'Max. Tailwater ConditionLa = 30'd50 =0.5' (Class I)dmax = d50 x 1.5 = 0.75'Apron Thickness = dmax x 1.5 = 1.13'Minimum Thickness = 3.0' (Class II)W=19.5'La=30'3Do=7.5'Do=30"NOT TO SCALEOUTFALL STRUCTURE 201Q10 =43.20 CFSPipe Diameter = Do = 36" RCP IIITW = 2.4' > 0.5 Do = 1.5'Max. Tailwater ConditionLa = 13'd50 =0.5' (Class I)dmax = d50 x 1.5 = 0.75'Apron Thickness = dmax x 1.5 = 1.13'Minimum Thickness = 2.0' (Class I)W=14.2'La=13'3Do=9'Do=36"NOT TO SCALEOUTFALL STRUCTURE 301Q10 =8.48 CFSPipe Diameter = Do = 15" RCP IIITW = 1' > 0.5 Do = 0.63'Max. Tailwater ConditionLa = 6'd50 =0.5' (Class I)dmax = d50 x 1.5 = 0.75'Apron Thickness = dmax x 1.5 = 1.13'Minimum Thickness = 2.0' (Class I)W=6.2'La=6'3Do=3.75'Do=15"NOT TO SCALEOUTFALL STRUCTURE 401Q10 =5.56 CFSPipe Diameter = Do = 18" RCP IIITW = 1.2' > 0.5 Do = 0.75'Max. Tailwater ConditionLa = 6'd50 =0.5' (Class I)dmax = d50 x 1.5 = 0.75'Apron Thickness = dmax x 1.5 = 1.13'Minimum Thickness = 2.0' (Class I)W=6.2'La=6'3Do=3.75'Do=15"NOT TO SCALEOUTFALL STRUCTURE C1Q10 =27.91 CFS (HALF OF POND FLOW FOR EACH PIPE)Pipe Diameter = Do = 24" RCP IIITW = 1.6' > 0.5 Do = 1.0Max. Tailwater ConditionLa = 25'd50 =0.5' (Class I)dmax = d50 x 1.5 = 0.75'Apron Thickness = dmax x 1.5 = 1.13'Minimum Thickness = 2.0' (Class I)W=16'La=25'3Do=6'Do=24"NOT TO SCALE PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-14-STORM COMPS.dwg [STM COMPS(2)] July 15, 2020 - 2:15pm awells STORM SEWER COMPUTATIONS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA5283 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINI PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-14-STORM COMPS.dwg [OCF] July 15, 2020 - 2:15pm awells OPEN CHANNEL FLOW COMPUTATIONS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA5383 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINI(10-year)(10-year)NOTE: VELOCITY FOR 2- YEAR FLOW DOES NOTEXCEED ERODIBLE VELOCITY OF 6.0 FPS FORCLEAN WATER. SHALLOW CONCENTRATED FLOWLENGTH=240'TC= 3.5 MIN.12128RAVEN POINTE SECTION 6,PHASE 112734131RAVENWINGSECTIONRAVEN POINTE SECTION 5INVERLEE WAY129130INVERLEE WAY36353433323130292827262537TAGGART DRIVE24N/FLLOYD P. FISHER ESTATEN/FSTEVEN D. SHUMAN, SR.KINROSS DRIVEN/FCARPER FARMSOUTH, LLCN/FCARPER FARMSOUTH, LLCN/FCARPER FARM EAST, LLCN/FCARPER FARMNORTH, LLCGLAIZE DEVELOPMENTS,INCORPORATEDMILLWOOD PIKE575859 K I L LAN EY CO U R T SUMMERFIELD DRIVEINVERLEE WAYSTREAM REACH ASHEET FLOWFLOW LENGTH=150'TC=22.4 MIN.SHEET FLOWFLOW LENGTH=150'TC=17.3 MIN.SHALLOW CONCENTRATED FLOWFLOW LENGTH=119'TC= 1.8 MIN.UNCONTROLLED AREA TO POI CDA=1.50 ACCN= 77TC= 19.1 MIN.*TWO AREAS CHANNELIZEDOWNSTREAM AT POINT APPROX.100' FROM SITEPOI CPOI BPOI AUNCONTROLLED AREA TO POI BDA=2.21 ACCN=78TC=22.1 MIN.UNCONTROLLED AREA TO POI ADA=41.80 ACCN=77TC=30.7 MIN.CHANNEL FLOWFLOW LENGTH=946'TC= 1.5 MIN.SHALLOW CONCENTRATED FLOWFLOW LENGTH=427'TC= 6.8 MIN.PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-17-SWM.dwg [SWM-PRE] July 15, 2020 - 2:16pm awells PRE-DEVELOPMENT DRAINAGE DIVIDES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA5483 RA1901DECEMBER, 2019N/A1"=100'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE50100200100VA. STATE GRID NAD 83 NORTHN 12128RAVEN POINTE SECTION 6,PHASE 112734131RAVENWINGSECTIONRAVEN POINTE SECTION 5INVERLEE WAY129130INVERLEE WAY36353433323130292827262537TAGGART DRIVE24N/FLLOYD P. FISHER ESTATEN/FSTEVEN D. SHUMAN, SR.KINROSS DRIVEN/FCARPER FARMSOUTH, LLCN/FCARPER FARMSOUTH, LLCN/FCARPER FARM EAST, LLCN/FCARPER FARMNORTH, LLCGLAIZE DEVELOPMENTS,INCORPORATEDMILLWOOD PIKE575859 K I L LAN EY CO U R T SUMMERFIELD DRIVEINVERLEE WAYSTREAM REACH ACOMMUNITY CENTERAREA (DESIGN PROVIDEDUNDER SEPARATE COVER)788010091011121314151687654321171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970727374777981828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697545 VPD8 2 3 V P D PROPOSED 8' TRAILPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAK S DR IVE (PUB L IC ) 54 ' R .O .W .PROPOSED SPEED = 25 MPHPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. LENORE LANE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. EDGAR LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH P R O P . E D G A R L A N E (P U B L I C ) 5 4 ' R . O . W . PR O P O S E D S P E E D = 2 5 M P H SWM PONDPROPOSED PONDOUTLET STRUCTURE- SEE SHEET 59A545 VPD 545 VPD 450 VPD450 VPD392 VPD 392 VPDRECREATION AREA- TOT LOTRECREATIONAREAPROPOSEDRIP-RAP (CLASS I)OUTLETPROTECTIONPROPOSEDRIP-RAP OUTLETPROTECTIONWETLANDCELLFOREBAY15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' R E A R S E T B A C K 25' F R O N T S E T B A C K 25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK25' FRONT SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK10' AQUATIC BENCH =657.810' SAFETY BENCH =659.504' AQUATIC BENCH =657.05%MAX5%MAX2%MAX2%MAX5%MAX2% MAXWATERLINE "A" 8" CL 52 DIP WATERLINE "A"8" CL 52 DIPWATERLINE "A"8" CL 52 DIPWATERLINE "A"8" CL 52 DIPWATERLINE "A"8" CL 52 DIPWATERLINE "B"8" CL 52 DIP WATERLINE "B" 8" CL 52 DIPWATERLINE "C" 8" CL 52 DIPWATERLINE "C" 8" CL 52 DIPWATERLINE "C" - 8" CL 52 DIPWATERLINE "C"8" CL 52 DIPWATERLINE "D"8" CL 52 DIPWATERLINE "D"8" CL 52 DIPWATERLINE "E"1011121314 15 1617181920212223242526272810 11 12 13 14 15 16 17 18 19 20 21 22 2310111213 14151617181920212223241011121314151617101112109 102101103105105A106106A107107A107B108103B109A110111112113114103F103D103C201203204206205207209210209A210A212212A212B212C213215217217A217B218214A215A215B215C215D301302303401402403104B104206A214212D104A212E107C107D103G103A103E208208A210B215E216219112A112B113A2425131.43' - 15" RCP@ 2.00%31.17' - 15"RCP@ 0.50%234.73' - 15" RCP@ 2.00%31.17' - 15"RCP@ 0.50%97.98' - 15" RCP@ 2.00%31.17' - 15"RCP@ 0.50%63.78' - 18" RCP@ 2.00%125.17' - 30" RCP@ 3.00%85.02' - 30" RCP@ 5.00%31.67' - 30"RCP@ 3.25%68.56' - 30" RCP@ 0.50%204.09' - 24" RCP@ 3.25%31.17' - 15"RCP@ 0.50%266.16' - 24" RCP@ 3.25%31.17' - 15"RCP@ 0.50%97.51' - 24" RCP@ 3.25%108.80' - 15" RCP@ 2.00%31.17' - 15" RCP @ 1.40% 131.44' - 15" RCP @ 0.50%105.00' - 15" RCP@ 0.50%31.32' -24" RCP@ 1.00%4 7 . 9 3 ' - 2 4 " R C P @ 1 . 0 0 %31.17' -15" RCP@ 0.50%193.07' - 24" RCP @ 1.75%31.17' -24" RCP@ 0.75%62.68' - 15" RCP@ 0.50%31.17' -15" RCP@ 0.50%31.22' -18" RCP@ 0.50%72.17' - 15" RCP @ 0.50%121.88' - 15" RCP@ 0.50%146.24' - 36" RCP@ 1.67%38.99' -36" RCP@ 1.67%31.18' -36" RCP@ 3.30%113.55' - 36" RCP@ 1.00%5 6 . 8 4 ' - 2 4 " R C P@ 2 . 0 0 %146.90 ' - 30 " RCP@ 4 .50%124.49' - 30" RCP@ 1.85%31 . 9 5 ' - 15 " R C P @ 0 . 5 0 %104.44' - 30" RCP@ 1.85%31 . 1 9 ' - 15 " R C P @ 0 . 5 0 %215.86' - 30" RCP @ 1.85%29.17 ' -15" RCP@ 0 .50%43.64' - 15" RCP@ 0.50%147.60' - 30" RCP @ 0.75%99.92' - 15" RCP@ 1.05%31.17' - 15" RCP @ 0.55%131.42' - 15" RCP @ 0.50%55.00' - 15" RCP@ 0.50%100.00' - 15" RCP@ 0.50%31.17' - 30" RCP @ 0.75%44.20' -24" RCP@ 1.75%31.17' -15" RCP@ 0.50%199.13' - 24" RCP @ 1.50%31.12' - 18"RCP@ 1.50%45.06' - 18"RCP@ 1.00%238.66' - 18" RCP@ 0.50%31.17' - 15" RCP @ 0.50% 4 6 . 3 7 ' - 2 4 " R C P@ 0 . 5 0 %75.91' - 24" RCP@ 0.50%126.43' - 15" RCP@0.65%31.17' - 15" RCP @0.50% 32.67' - 18" RCP @0.50% 120.67' - 18" RCP @0.50%59.10' - 18" RCP@1.10%31.17' - 18"RCP@1.00%60.48' - 1 8 " R C P @ 0.5 0 %31.24' -18" RCP@0.50%104C104D104E104F104G111.70' - 30" RCP@ 5.00%62.44' - 15" RCP@ 2.00%150.00' - 15" RCP@ 2.00%67.90' - 15" RCP@ 2.00%150.00' - 15" RCP@ 2.00%200.00' - 15" RCP@ 1.75%106B111A217C217D217E114A215F207.52' - 15" RCP@0.50%107.48' - 15" RCP@0.50%100.00' 15" RCP@0.50%106.96' - 18" RCP@0.50%123.61' - 15" RCP@0.50%30.71' -18" RCP@ 1.00%23.32' -18" RCP@ 1.00%157.94' - 15" RCP@ 0.50%205A30441.18' - 30" RCP@ 0.75%PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8" PVC SAN.PROP. 8 " PVC SAN .PROP. 8" PVC SAN.34.72' - 24" RCP@ 2.00% (x2)PROP. 8" PVC SAN.PROP . 8 " PVC SAN .PROP. 8" PVC SAN.PR O P . 8 " P V C S A N .PROP. 8" PVC SAN.PROP. 8" PVC SAN.64.88' - 15" RCP@ 0.50%50216.30' -15" RCP@1.00%2113 7 . 2 8 ' - 1 5 " R C P @ 0 . 5 0 %PROP. ADS GRATE INLET(TEMPORARY STRUCTUREUNTIL COMMUNITY CENTERIS BUILT)216A31.17' - 15" RCP @ 0.50%UD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAIN63.35' -15" RCP@0.50%26WATERLINE "B" 8" CL 52 DIPSHALLOW CONCENTRATED FLOWLENGTH=280'TC= 5.0 MIN.CONTROLLED AREA TO POI ADA=34.80 ACCN=87UNCONTROLLED AREA TO POI BDA=1.01 ACCN=82UNCONTROLLED AREA TO POI ADA=9.07 ACCN=84SHEET FLOWFLOW LENGTH=150'TC=22.4 MIN.SHALLOW CONCENTRATED FLOWFLOW LENGTH=486'TC= 7.4 MIN.PIPE FLOWTC= 1.4 MIN.SHEET FLOWFLOW LENGTH=150'TC=13.9 MIN.SHALLOW CONCENTRATED FLOWLENGTH=236'TC= 4.5 MIN.SHEET FLOWFLOW LENGTH=150'TC=12.4 MIN.CHANNEL FLOWTC=4.1 MIN.UNCONTROLLED AREA TO POI CDA=0.62 ACCN=83POI CPOI BPOI APLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-17-SWM.dwg [SWM-POST] July 15, 2020 - 2:16pm awells POST-DEVELOPMENT DRAINAGE DIVIDES SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA5583 RA1901DECEMBER, 2019N/A1"=100'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE50100200100VA. STATE GRID NAD 83 NORTHNSTORMWATER MANAGEMENT NARRATIVEIN EXISTING CONDITIONS THE SITE OUTFALLS TO 3 SEPARATE LOCATIONS. THE MAJORITY OF THE SITE DRAINS TOTHE INVERLEE WAY RIGHT-OF-WAY WHERE IT IS COLLECTED BY A DITCH AND CONVEYED SOUTH (POI A). A PORTIONOF THE NORTHERN END OF THE SITE CROSSES THE FUTURE INVERLEE WAY RIGHT-OF-WAY AND IS COLLECTED BYAN EXISTING INLET (POI B). THE REMAINDER OF THE SHEET FLOWS TO THE SOUTHEAST AND LEAVES THE SITEBEFORE COLLECTING IN AN EXISTING OFF-SITE CHANNEL (POI C). THESE OUTFALLS ARE GENERALLY MAINTAINED INTHE PROPOSED CONDITION.THE PROJECT PROPOSES A WET POND TO PROVIDE STORMWATER QUALITY AND QUANTITY CONTROLS. THE WETPOND IS LOCATED IN DRAINAGE AREA A AND DETAINS A MAJORITY OF THE RUNOFF FROM THE DEVELOPED SITE. THEPROPOSED STORM SEWER SYSTEM REDIRECTS WATER FROM OUTFALLS B AND C TO THE PROPOSED POND INORDER TO ENSURE ENERGY BALANCE CRITERIA IS MET AT ALL OUTFALLS (SEE SHEETS 55 AND 56).THE TYPE 2 WET POND PROVIDES A MAJORITY OF THE REQUIRED PHOSPHOROUS REMOVAL FOR WATER QUALITY.THE REMAINDER OF THE REQUIRED PHOSPHOROUS REMOVAL WILL BE MET VIA THE PURCHASE OF NUTRIENTOFFSET CREDITS (SEE SHEET 57 FOR COMPUTATIONS). PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-17-SWM.dwg [POI A Quantity] July 15, 2020 - 2:16pm awells STORMWATER MANAGEMENT - WATER QUANTITY ANALYSIS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA5683 RA1901DECEMBER, 2019N/AAS NOTED12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINICHANNEL PROTECTION HYDROGRAPH1-YEAR STORMPRE-A --- PRE-POINT OF INTERESTPOST-TREATED --- POND 1POST-A --- POST-POINT OF INTERESTFLOOD PROTECTION HYDROGRAPH2-YEAR STORMPRE-A --- PRE-POINT OF INTERESTPOST-TREATED --- POND 1POST-A --- POST-POINT OF INTERESTFLOOD PROTECTION HYDROGRAPH10-YEAR STORMPRE-A --- PRE-POINT OF INTERESTPOST-TREATED --- POND 1POST-A --- POST-POINT OF INTERESTENERGY BALANCE EVALUATIONDRAINAGE AREA ATHIS EXISTING DRAINAGE GENERALLY FLOWS TO THE WEST OF THE PROPERTY TOWARDS THE EXISTING SWALEBETWEEN THE ADJACENT PROPERTIES AS ILLUSTRATED ON SHEET 54. THE PROPOSED DRAINAGE AREA MAINTAINSA SIMILAR DRAINAGE PATTERN.A MAJORITY OF THE NEW DRAINAGE AREA HAS BEEN DETAINED BY USING A LEVEL 2 WET POND. THE RUNOFF HASBEEN REDUCED TO MEET THE REQUIREMENTS OF THE ENERGY BALANCE. THE CALCULATIONS FOR THEPRE-DEVELOPMENT AND POST-DEVELOPMENT RUNOFF VOLUMES AND FLOW RATES HAVE BEEN PROVIDED ON THISSHEET FOR THE 1-YEAR AND 10-YEAR STORM FOR OUTFALL ANALYSIS. THE ENERGY BALANCE EVALUATION IS ALSOPROVIDED ON THIS SHEET.THE ALLOWABLE 1-YEAR PEAK DISCHARGE FROM THE SITE IS 9.02 CFS. THE ACTUAL RELEASE RATE PER THE 1-YEARROUTING HYDROGRAPH IS 8.84 CFS, THEREFORE CHANNEL PROTECTION IS MET PER 9VAC25-870-66.THE PRE-DEVELOPED 10-YEAR 24-HOUR FLOW FROM THE SITE IS 68.81 CFS. THE DEVELOPED 10-YEAR 24-HOURSTORM IS RELEASED FROM THE SITE AT 68.80 CFS, THEREFORE FLOOD PROTECTION IS MET PER 9VAC25-870-66.THE RUNOFF EXITS THE SITE INTO AN EXISTING CULVERT AND CONTINUES AS ILLUSTRATED ON SHEET 55.OUTFALL SUMMARYDRAINAGE AREA AROUTING DIAGRAMDRAINAGE AREA A PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-17-SWM.dwg [POI B and C Quantity] July 15, 2020 - 2:16pm awells STORMWATER MANAGEMENT - WATER QUANTITY ANALYSIS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA5783 RA1901DECEMBER, 2019N/AAS NOTED12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINITHIS AREA IS ON THE NORTH-EAST PORTION OF THE PROPERTY. THIS EXISTING DRAINAGE GENERALLY FLOWS TO THE NORTH OF THEPROPERTY AND OFFSITE AS ILLUSTRATED ON SHEET 54. THE PROPOSED DRAINAGE AREA MAINTAINS A SIMILAR DRAINAGE PATTERN.THE NEW DRAINAGE AREA HAS BEEN REDUCED TO MEET THE REQUIREMENTS OF THE ENERGY BALANCE. THE CALCULATIONS FOR THEPRE-DEVELOPMENT AND POST-DEVELOPMENT RUNOFF VOLUMES AND FLOW RATES HAVE BEEN PROVIDED ON THIS SHEET FOR THE 1-YEARAND 10-YEAR STORM FOR OUTFALL ANALYSIS. THE ENERGY BALANCE EVALUATION IS ALSO PROVIDED ON THIS SHEET.THE ALLOWABLE 1-YEAR PEAK DISCHARGE FROM THE SITE IS 2.29 CFS. THE ACTUAL RELEASE RATE PER THE 1-YEAR ROUTING HYDROGRAPHIS 1.66 CFS, THEREFORE CHANNEL PROTECTION IS MET PER 9VAC25-870-66.THE PRE-DEVELOPED 10-YEAR 24-HOUR FLOW FROM THE SITE IS 8.07 CFS. THE DEVELOPED 10-YEAR 24-HOUR STORM IS RELEASED FROM THESITE AT 4.24 CFS, THEREFORE FLOOD PROTECTION IS MET PER 9VAC25-870-66.THE RUNOFF EXITS THE SITE INTO AN EXISTING NATURAL SWALE AND CONTINUES AS ILLUSTRATED ON SHEET 55.OUTFALL SUMMARYDRAINAGE AREA BTHIS AREA IS ON THE SOUTH EAST PORTION OF THE PROPERTY. THIS EXISTING DRAINAGE GENERALLY FLOWS TO THE EAST OF THEPROPERTY AND OFFSITE AS ILLUSTRATED ON SHEET 54. THE PROPOSED DRAINAGE AREA MAINTAINS A SIMILAR DRAINAGE PATTERN.THE NEW DRAINAGE AREA HAS BEEN REDUCED TO MEET THE REQUIREMENTS OF THE ENERGY BALANCE. THE CALCULATIONS FOR THEPRE-DEVELOPMENT AND POST-DEVELOPMENT RUNOFF VOLUMES AND FLOW RATES HAVE BEEN PROVIDED ON THIS SHEET FOR THE1-YEAR AND 10-YEAR STORM FOR OUTFALL ANALYSIS. THE ENERGY BALANCE EVALUATION IS ALSO PROVIDED ON THIS SHEET.THE ALLOWABLE 1-YEAR PEAK DISCHARGE FROM THE SITE IS 1.05 CFS. THE ACTUAL RELEASE RATE PER THE 1-YEAR ROUTINGHYDROGRAPH IS 0.69 CFS, THEREFORE CHANNEL PROTECTION IS MET PER 9VAC25-870-66.THE PRE-DEVELOPED 10-YEAR 24-HOUR FLOW FROM THE SITE IS 3.31 CFS. THE DEVELOPED 10-YEAR 24-HOUR STORM IS RELEASEDFROM THE SITE AT 1.76 CFS, THEREFORE FLOOD PROTECTION IS MET PER 9VAC25-870-66.THE RUNOFF EXITS THE SITE INTO AN EXISTING NATURAL SWALE AND CONTINUES AS ILLUSTRATED ON SHEET 55.OUTFALL SUMMARYDRAINAGE AREA CDRAINAGE AREA B SEE SHEETS 54 AND 55PRE-DEVELOPMENT - 1-YEARPOST-DEVELOPMENT - 1-YEARPRE-DEVELOPMENT - 10-YEARPOST-DEVELOPMENT - 10-YEARENERGY BALANCE EVALUATIONDRAINAGE AREA BDRAINAGE AREA C SEE SHEETS 54 AND 55PRE-DEVELOPMENT - 1-YEARPOST-DEVELOPMENT - 1-YEARPRE-DEVELOPMENT - 10-YEARPOST-DEVELOPMENT - 10-YEARENERGY BALANCE EVALUATIONDRAINAGE AREA B PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-17-SWM.dwg [Quality] July 15, 2020 - 2:16pm awells STORMWATER MANAGEMENT - WATER QUALITY ANALYSIS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA5883 RA1901DECEMBER, 2019N/AAS NOTED12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIDRAINAGE AREA BREAKDOWNSTORMWATER MANAGEMENT WATER QUALITY NARRATIVEVRRM WATER QUALITY COMPLIANCE.THE RAVEN OAKS PROPERTY LIES ON THE EAST SIDE OF INVERLEE WAY. THE EXISTING PROPERTY VACANT OF ANY DEVELOPMENTAND IS LARGELY WOODED AREA. THERE IS LITTLE IMPERVIOUS AREA IN THE EXISTING CONDITION. 16.85 AC OF IMPERVIOUS AREAWILL BE ADDED TO THIS PROPERTY AFTER DEVELOPMENT IS COMPLETED.PROPOSED DEVELOPMENT OF THIS PROPERTY CONSISTS OF THE CONSTRUCTION OF A ONE HUNDRED AND FORTY-THREE (143) LOTSINGLE FAMILY SUBDIVISION WITH ASSOCIATED ROAD, UTILITIES, AND STORMWATER MANAGEMENT. THE MAJORITY OF THEPROPOSED RUNOFF FROM THIS SITE WILL OUTFALL INTO A LEVEL 2 DESIGN WET POND WHERE IT WILL BE TREATED THENDISCHARGE THROUGH AN EXISTING SWALE AT THE SOUTH WEST CORNER OF THE SITE.SEE SHEET 54 FOR THE EXISTING DRAINAGE AREA MAP AND SHEET 55 FOR PROPOSED DRAINAGE AREA MAP USED FOR BMPANALYSIS AND VRRM COMPLIANCE. THE PROPOSED DRAINAGE AREAS USED FOR QUALITY ANALYSIS DOES NOT INCLUDE OFFSITEAREA. THE VRRM WATER QUALITY COMPLIANCE RESULTS ARE ILLUSTRATED ON THIS SHEET. THE TARGET TOTAL PHOSPHOROUSREMOVAL IS LESS THAN THE REQUIRED VALUE. MORE THAN 75% OF THE TOTAL PHOSPHORUS REQUIRED REDUCTION IS BEINGCONTROLLED ON-SITE. NUTRIENT OFFSET CREDITS WILL BE PURCHASED FOR THE REMAINING. THE LETTER OF NUTRIENT OFFSETCREDIT AVAILABILITY IS TO BE PROVIDED PRIOR TO APPROVAL. THEREFORE,THE WATER QUALITY PORTION OF THE STORMWATERMANAGEMENT DESIGN HAS BEEN MET.BEST MANAGEMENT PRACTICES SUMMARY 9 10 11 12 13 14 15 7 6 5 4 3 2 1 54' R. O. W . SWM POND LIMITS OF TRAIL TOBE REPLACED PROPOSED PONDOUTLET STRUCTURE- SEE SHEET 59APROPOSEDRIP-RAP (CLASS I)OUTLETPROTECTION PROPOSEDRIP-RAP OUTLETPROTECTION WETLAND CELL FOREBAY LIMITS OF TRAIL TOBE REPLACED 10' AQUAT IC BENCH =657.810' SAFETY BENCH =659.504' AQUATIC BENCH =657.05%MAX5%MAX2%MAX2%MAX5%MAX2% MAXPER M A N E N T P O O L ELE V A T I O N = 6 5 9 . 1 8 'PERMANENT POOLELEVATION = 659.18'PROP.WEIRPROP.WEIRPROP.WEIR102 101 103 201 203 204 205 103A97.98 ' - 15 " RCP 31.1 7' - 1 5" RCP @ 0.5 0 %63.78 ' - 18 " RCP@ 2 .00% 125. 1 7' - 3 0" R C P @ 3.0 0 %85.02' - 30" RCP@ 5.00%31.6 7' - 3 0" RCP @ 3.2 5 % 1 4 6 . 2 4 ' - 3 6 " R C P@ 1 . 6 7 %38.99' -36" RCP@ 1.67%31.18 ' -36" RCP@ 3 .30%34.72' - 24" RCP@ 2.00% (x2)UD-4 UNDERDRAIN PROP. EW-12 W/DEBRIS CAGE INV = 649.0(SEE DETA IL, SHT 59A)PROP. 6" DIPPOND DRAIN@0.50%PROP. MH W/ 6" GATE VALVEFOR POND MAINTENANCERIM=651.5INV IN = 648.33 (6" DIP)INV OUT = 648.23 (8" HDPE)PROP. 8" HDPESTREAM REACH A EX. SAN INV.=647.18'PROP. POND DRAIN INV.=648.45'APPROX. EX. F.M. INV=643.00'PROP. POND DRAIN INV=648.47'PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-18-BMP.dwg [BMP] July 15, 2020 - 2:17pm awells WET POND LAYOUT SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA5983 RA1901DECEMBER, 20192'1" = 20'12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE10204020VA. STATE GRID NAD 83 NORTH N PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-18-BMP.dwg [COMPS & DETAILS] July 15, 2020 - 2:17pm awells BEST MANAGEMENT PRACTICES - COMPS & DETAILS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA59A83 RA1901DECEMBER, 2019N/AAS NOTED12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINISEDIMENT FOREBAY COMPUTATIONS AND OVERFLOW WEIR DETAILSEDIMENT FOREBAY SPILLWAYNOT TO SCALEWETLANDS CELL OVERFLOW WEIR DETAILPRINCIPAL SPILLWAY DETAILTOTAL POND STAGE/STORAGESTAGE-DISCHARGE FOR WET PONDWATER BALANCE EQUATIONTRASH RACK PROTECTION DETAILTREATMENT VOLUME REQUIREDMAINTENANCE TASKS AND FREQUENCY100-YEAR STORM ROUTINGTREATMENT VOLUME REQ.=86,380.5 CFACCUM. V=86,380.50 @ ELEV.=659.18' SSF TO 2 5 1 L F S F DA = 0 . 5 3 A C . C= 0 . 3 0 TO 2 4 3 L F S S F DA = 0 . 2 9 A C . C= 0 . 3 0 TO 1 2 4 L F S F DA = 0 . 2 5 A C . C= 0 . 3 0 SS F SS F SF SF SF DD SS F SS F EX . S B 2 EX. SB 3 TS TS TS TS TS INVERLEE WAYN/FLLOYD P. FISHER ESTATEN/FSTEVEN D. SHUMAN, SR.KINR O S S D RI V E 57INVERLEE WAY IN T E R M I T T E N T S T R E A M (P E R W S S I ' S O B S E R V A T I O N S ) IN T E R M I T T E N T S T R E A M (P E R W S S I ' S O B S E R V A T I O N S ) ST R E A M R E A C H A PE R E N N I A L S T R E A M ( P E R WS S I ' S O B S E R V A T I O N S ) TO 2 0 4 L F S S F DA = 0 . 5 6 A C . C= 0 . 3 0 TO 1 4 8 L F S S F DA = 0 . 4 1 A C . C= 0 . 3 0 TO E X . S B # 3 DA = 0 . 8 0 A C . C= 0 . 3 0 DD DD TO 85 LF SSFDA=0.03 AC.C=0.30 DD SSF 6 7 0 6 6 4 6 6 6 6 6 8 PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-20-E&S1.dwg [ES1] July 15, 2020 - 2:17pm awells EROSION AND SEDIMENT CONTROL - PHASE I SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA6083 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030NOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. S T A T E G R I D N O R T HN STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED ORWRAPPED IN SILT FENCE. TO E X . S B 2 DA = 2 8 . 4 3 A C . C= 0 . 3 0 TO 124 LF SFDA=0.25 AC.C=0.30SSFSF SFEX. SB 2 TS TS TS N/ F CA R P E R F A R M SO U T H , L L C GLAIZE DEVELOPMENTS,INCORPORATEDGL A I Z E D E V E L O P M E N T S , I N C O R P O R A T E D INTERMITTENT STREAM(PER WSSI'S OBSERVATIONS) PA U L S T R I N E E M E R G E N T WE T L A N D A R E A S IN T E R M I T T E N T S T R E A M (PE R W S S I ' S O B S E R V A T I O N S ) IN T E R M I T T E N T S T R E A M (PE R W S S I ' S O B S E R V A T I O N S ) TS 670 664666668 PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-20-E&S1.dwg [ES1(2)] July 15, 2020 - 2:17pm awells EROSION AND SEDIMENT CONTROL - PHASE I SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA6183 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. S T A T E G R I D N O R T HN NOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED ORWRAPPED IN SILT FENCE. TO 332 LF SFDA=0.79 AC.C=0.30SFSFSFTO SB 2DA=28.43 AC.C=0.30TO SB 2DA=28.43 AC.C=0.30TO 431 LF SFDA=0.71 AC.C=0.30SFSFTSTSTSTSN/FCARPER FARMSOUTH, LLCN/FCARPER FARMSOUTH, LLCGLAIZE DEVELOPMENTS, INCORPORATEDPAULSTRINE EMERGENTWETLAND AREASINTERMITTENT STREAM(PER WSSI'S OBSERVATIONS)TSPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-20-E&S1.dwg [ES1(3)] July 15, 2020 - 2:17pm awells EROSION AND SEDIMENT CONTROL - PHASE I SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA6283 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. STATE GRID NORTHNNOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED ORWRAPPED IN SILT FENCE. TO 191 LF SFDA=0.45 AC.C=0.30TO ST11.09 AC.C=0.30TO 368 LF SFDA=0.79 AC.C=0.30TO SB4DA=3.80 AC.C=0.30TO EX. SB 1DA=1.70 AC.C=0.30EX. SB 1TO 280 LF SFDA=0.67 AC.C=0.30SFSFSFSFST1TO 200 LF SFDA=0.32 AC.C=0.30SFSB 4DDDDSFTO 241 LF SFDA=0.60 AC.C=0.30DDDD696694692686688690CE8 7 . 5 9 ' - 2 4 " CM P@0 . 5 0 %SFOPCLASS I RIP-RAP(14'X16' RIP-RAP;3.3' DEPTH)TOP OF BERMSTONE OUTLETINV. = 691.50'PROP. 18" CORRUGATEDMETAL RISER (INV.=694.00')TSTSTSTSTSTS3635TAGGART DRIVEGLAIZE DEVELOPMENTS,INCORPORATEDGLAIZE DEVELOPMENTS, INCORPORATEDPROP. BAFFLE(LENGTH=106')FLOW LENGTH=200'CLASS I RIP-RAP(12'X7' RIP-RAP)6987006967026987 0 0 PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-20-E&S1.dwg [ES1(4)] July 15, 2020 - 2:17pm awells EROSION AND SEDIMENT CONTROL - PHASE I SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA6383 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030VA. STATE GRID NAD 83 NORTHN1 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'NOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED ORWRAPPED IN SILT FENCE. TO EX. SB 2DA=28.43 AC.C=0.30 TO 124 LF SFDA=0.25 AC.C=0.30 TO 110 LF S FDA=0.18 AC .C=0. 3 0 SSFSF SF SF TO 2 7 6 L F S FDA= 0 . 5 4 AC .C= 0 . 3 0 SFTO 32 0 L F SFDA= 0 . 7 7 AC .C= 0 . 3 0 S F SF TO SB 2DA=2 8 . 43 AC .C=0 . 3 0 CEEX. SB 2 TS TS TS TS INVERLEE WAYGLAIZE DEVELOPMENTS,INCORPORATEDGLAIZE DEVELOPMENTS , INCORPORATED INTERMITTENT STREAM(PER WSSI'S OBSERVATIONS)PAUL STR INE EMERG ENTWET LAND AR EA S INTERM ITT ENT STREAM (P ER W S S I ' S OB S ERVAT ION S )670664666668PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-20-E&S1.dwg [ES1(5)] July 15, 2020 - 2:18pm awells EROSION AND SEDIMENT CONTROL - PHASE I SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA6483 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'V A . S T A T E G R I D N O R T HN NOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED ORWRAPPED IN SILT FENCE. TO SB 4DA=3 . 8 0 AC .C=0 . 3 0 TO EX . SB 1DA= 1 . 7 0 AC .C= 0 . 30 TO 2 5 5 L F S FDA= 0 . 6 3 AC .C= 0 . 3 0 EX . SB 1 TO 2 8 0 L F S FDA= 0 . 6 7 AC .C= 0 . 30 S F SF S F SSFTO 276 LF SFDA=0.54 AC.C=0.30 SFSF SB 4DD DDS F TO 24 1 L F SFDA= 0 . 6 0 AC .C= 0 . 3 0TO SB 2DA=28.43 AC.C=0.30 6 9 6 6 94 6 9 2 68 6 6 8 8 6 9 0 CES F 87.59' - 2 4 " C M P @0.50% SF OPCLA S S I R IP -RAP ( 1 4 'X 1 6 ' R IP -RAP ; 3 . 3 ' D EPTH )TOP O F B ERM STONE OUT L ET INV . = 6 9 1 . 5 0 'PROP. 1 8 " CORRUGAT EDMETAL R I S ER ( INV . = 6 94 . 00 ' )TS TSTS INVERLEE WAY3 7 TAGGART DRIVEGLAIZE DEVELOPMENTS,INCORPORATEDGLAIZE DEVELOPMENTS,INCORPORATEDGLAIZE DEVELOPMENTS , INCORPORATED PAULSTRINE EMERGENTWETLAND AREAS PROP. BA FF LE ( LENGTH = 1 0 6 ' ) F LOW LENGTH = 2 00 ' 69 8 700 PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-20-E&S1.dwg [ES1(6)] July 15, 2020 - 2:18pm awells EROSION AND SEDIMENT CONTROL - PHASE I SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA6583 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'V A . S T A T E G R I D N O R T HN NOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED ORWRAPPED IN SILT FENCE. TO 1 9 1 L F SFDA=0 . 4 5 AC .C= 0 . 3 0TO ST11.09 AC.C=0.30TO SB4DA=3.80 AC.C=0.30 S F S F ST1 TO 200 LF SFDA=0.32 AC.C=0.30 SFDD SFTO 241 LF SFDA=0.60 AC.C=0.30DD DD696694692 686688690 87.59' - 24" CMP@0.50%OPCLASS I RIP-RAP(14'X16' RIP-RAP;3.3' DEPTH)TOP OF BERMSTONE OUTLET INV. = 691.50'PROP. 18" CORRUGATEDMETAL RISER (INV.=694.00')TS TS TSTS 3635 3 4 3 3 3 2 3 1 3 0 2 9 2 8 TAGGART DRIVEN/FCARPER FARM EAST , LLCN/FCARPER FARMNORTH, LLCGLAIZE DEVELOPMENTS,INCORPORATEDSUMMERFIELD DRIVECLASS I RIP-RAP(12'X7' RIP-RAP)698700696702698 700 PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-20-E&S1.dwg [ES1(7)] July 15, 2020 - 2:18pm awells EROSION AND SEDIMENT CONTROL - PHASE I SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA6683 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'V A . S T A T E G R I D N O R T HN NOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED ORWRAPPED IN SILT FENCE. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 24' 54' R.O.W. 54' R.O.W.PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH12'PR O P . W A L L BM P M A I N T E N A N C E AC C E S S VD O T C G - 1 1 EN T R A N C E SW M P O N D PR O P . W A L L LI M I T S O F T R A I L T O BE R E P L A C E D PR O P O S E D P O N D OU T L E T S T R U C T U R E - S E E S H E E T 59 A 545 VPDW/ M & LA T E R A L (T Y P ) PR O P O S E D RIP - R A P ( C L A S S I ) OU T L E T PR O T E C T I O N PR O P O S E D RIP - R A P O U T L E T PR O T E C T I O N WE T L A N D CE L LFO R E B A Y R 4 8 ' R4 1 ' W/ M & LA T E R A L (T Y P ) LI M I T S O F T R A I L T O BE R E P L A C E D 10' AQUATIC BENCH =657.810' SAFETY BENCH =659.504' AQUATIC BENCH =657.05%MAX2%MAX2%MAX5%MAX2% MAXP E RM A N E N T P O O L E L E V A T IO N = 6 5 9 . 1 8 'PERMANENT POOLELEVATION = 659.18'PROP.WEIRPROP.WEIRINVERLEE WAYN/FLLOYD P. FISHER ESTATEN/FSTEVEN D. SHUMAN, SR.KINR O S S D RI V E 57INVERLEE WAY ST R E A M R E A C H A 103 B103 F 103 D 103 C103 G 103 A103 E 131.43' - 15" RCP@ 2.00%31.17' - 15" RCP @ 0.50%234.73' - 15" RCP@ 2.00%31.17' - 15" RCP @ 0.50%97.98' - 15" RCP@ 2.00%31.17' - 15" 104 F 104 G 150.00' - 15" RCP@ 2.00%200.00' - 15" RCP@ 1.75%34.7 2' - 2 4" R C P @ 2. 0 0 % ( x 2) UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N PROP. EW-12 W/DEBRIS CAGEINV = 649.0(SEE DETAIL, SHT 59A)PROP. 6" DIPPOND DRAIN@0.50%PROP. MH W/ 6" GATE VALVEFOR POND MAINTENANCERIM=651.5INV IN = 648.33 (6" DIP)INV OUT = 648.23 (8" HDPE)PROP. 8" HDPETO 1 0 3 E DA= 0 . 2 0 A C . C=0 . 6 9 TO 1 0 3 F DA= 0 . 2 8 A C . C=0 . 7 1 TO 1 0 3 D DA= 0 . 4 7 A C . C=0 . 7 3 TO 1 0 3 G DA= 0 . 1 7 A C . C=0 . 7 4 TO 1 0 3 C DA= 0 . 1 8 A C . C=0 . 7 3 TO 1 0 3 B DA= 0 . 2 6 A C . C=0 . 7 3 TO 1 0 3 A DA= 0 . 1 9 A C . C=0 . 7 2 PS PS TO 1 0 4 G DA= 0 . 1 7 A C . C=0 . 4 9 TO 1 0 4 F DA= 0 . 6 2 A C . C=0 . 3 8 SHE E T F L O W OFF S I T E PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-21-E&S2.dwg [ES2] July 15, 2020 - 2:18pm awells EROSION AND SEDIMENT CONTROL - PHASE II SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA6783 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030VA. S T A T E G R I D N O R T HN1212812734 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'NOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED OR WRAPPED IN SILTFENCE. 9 101112131415 8 7 6 5 4 3 222232425262728 29 30 31 32 33 34 35 36 94 95 96 104 105 106 107 108 109 110 111 112 113 114 115 116 117 97545 VPDPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. EDGAR LANE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH PROP O S E D S P E E D = 2 5 M P H SWM POND PROPOSED PONDOUTLET STRUCTURE- SEE SHEET 59A545 VPDRE C R E A T I O N A R E A - T O T L O T WETLANDCELLFOREBAY10' AQUATIC BENCH =657.810' SAFETY BENCH =659.504' AQUATIC BENCH =657.05%MAX5%MAX2%MAX2%MAX5%MAX2% MAXN/ F CA R P E R F A R M SO U T H , L L C 102 101103 105105 A 106106 A 103B103F 201 203 204 206 205 104 B 104 206 A 104 A 103A103E 234.73' - 15" RCP@ 2.00%31.17' - 15"RCP@ 0.50%97.98' - 15" RCP@ 2.00%31.17' - 15"RCP@ 0.50%63.78' - 18" RCP@ 2.00%125.17' - 30" RCP@ 3.00%85.02' - 30" RCP@ 5.00%31.67' - 30"RCP@ 3.25%68.56' - 30" RCP@ 0.50%204.09' - 24" RCP@ 3.25%31.17' - 15" RCP @ 0.50%266.16' - 24" RCP@ 3.25%31.17' - 15" RCP @ 0.50%97.51' - 24" RCP@ 3.25%146.24' - 36" RCP@ 1.67%38.99' -36" RCP@ 1.67%31.18' -36" RCP@ 3.30%113.55' - 36" RCP@ 1.00%56.84' - 2 4 " R C P @ 2.00% 146.90' - 30" RCP @ 4.50% 104 C 104 D 104E104F 111.70' - 30" RCP @ 5.00%62.44' - 15" RCP@ 2.00%150.00' - 15" RCP@ 2.00%67.90' - 15" RCP@ 2.00%150.00' - 15" RCP@ 2.00%200.00' - 15" RCP@ 1.75%106 B 205 A 41.18' - 30" RCP@ 0.75%64.88' - 15" RCP@ 0.50%UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD-4UNDERDRAIN UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD - 4 UN D E R D R A I N UD-4UNDERDRAIN TO 1 0 6 B DA= 0 . 9 7 A C . C=0 . 4 1 TO 1 0 5 DA= 0 . 4 8 A C . C=0 . 7 2 TO 1 0 5 DA= 0 . 4 8 A C . C=0 . 7 2 TO 2 0 6 A DA= 2 . 6 0 A C . C=0 . 4 4 TO 1 0 5 A DA= 0 . 5 3 A C . C=0 . 6 3 TO 1 0 5 A DA= 0 . 5 3 A C . C=0 . 6 3 TO 1 0 4 A DA= 0 . 2 6 A C . C=0 . 6 9 TO 104DA=0.28 AC.C=0.63TO 103EDA=0.20 AC.C=0.69TO 103FDA=0.28 AC.C=0.71 TO 103BDA=0.26 AC.C=0.73TO 103ADA=0.19 AC.C=0.72 TO 1 0 3 DA= 0 . 3 4 A C . C=0 . 7 0 TO 2 0 4 DA= 0 . 4 1 A C . C=0 . 6 8 TO 2 0 5 DA= 0 . 4 7 A C . C=0 . 6 6 DA= 0 . 5 3 A C . TO 2 0 7 DA= 0 . 7 2 A C . C=0 . 7 2 PS PS TO 104FDA=0.62 AC.C=0.38TO 104EDA=0.94 AC.C=0.36 TO 1 0 4 B DA= 2 . 3 2 A C . C=0 . 3 1 TO 1 0 4 C DA= 0 . 3 2 A C . C=0 . 4 5 TO 1 0 4 D DA= 2 . 6 0 A C . C=0 . 3 2 TO 1 0 6 DA= 0 . 1 5 A C . C=0 . 7 4 TO 1 0 6 A DA= 0 . 1 1 A C . C=0 . 7 1 TO 2 0 5 A DA= 0 . 8 2 A C . C=0 . 4 3 TO 2 0 6 A DA= 2 . 6 0 A C . C=0 . 4 4 SF SF PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-21-E&S2.dwg [ES2(2)] July 15, 2020 - 2:19pm awells EROSION AND SEDIMENT CONTROL - PHASE II SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA6883 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. S T A T E G R I D N O R T HN NOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED OR WRAPPED IN SILTFENCE. 1003334353637383940414243444546474849505152535455565710110210310410510610712012112212312412512612712812913713813914014114214324'24'24'24'54' R.O.W.PROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH PROP. WALL545 VPD 450 VPDRECREATION AREA- TOT LOTW/M &LATERAL(TYP)W/M &LATERAL(TYP)R30'R30'R30'R 3 0 'R48'R41'PROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXPROP.R.O.W.EASEMENTR.O.W. FOR FUTURECONNECTION PERVDOT REQUIREMENTSPROP.R.O.W.EASEMENTPROP. STREETLIGHT (TYP.)N/FCARPER FARMSOUTH, LLCN/FCARPER FARMSOUTH, LLC109106106A107107A107B108109A110111112113114218212E107C107D219112A112B113A266.16' - 24" RCP@ 3.25%31.17 ' - 15 "RCP@ 0 .50%97.51' - 24" RCP@ 3.25%108.80' - 15" RCP@ 2.00%31.17' - 15" RCP @ 1.40% 131.44' - 15" RCP @ 0.50%105.00' - 15" RCP@ 0.50%31.32' -24" RCP@ 1.00%4 7 . 9 3 ' - 2 4 " R C P@ 1 . 0 0 %31.17' -15" RCP@ 0.50%193.07' - 24" RCP @ 1.75%31.17' -24" RCP@ 0.75%62.68' - 15" RCP@ 0.50%31.17' -15" RCP@ 0.50%31.22' -18" RCP @ 0.50%72.17' - 15" RCP @ 0.50%121.88' - 15" RCP@ 0.50%100.00' - 15" RCP@ 0.50%31.17' - 15" RCP @0.50%104D106B111A217E114A30.71' -18" RCP@ 1.00%23.32' -18" RCP@ 1.00%157.94' - 15" RCP@ 0.50%64.88' - 15" RCP @ 0.50%UD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINTO 112BDA=0.46 AC.C=0.72TO 113DA=0.31 AC.C=0.71TO 113ADA=0.35 AC.C=0.70TO 219DA=0.42 AC.C=0.75TO 107BDA=0.52 AC.C=0.71TO 107ADA=0.48 AC.C=0.73DA=0.15 AC.TO 212EDA=0.38 AC.C=0.44TO 107DDA=0.42 AC.C=0.49TO 107CDA=0.43 AC.C=0.48TO 218DA=0.44 AC.C=0.71TO 110DA=0.26 AC.C=0.72TO 109ADA=0.38 AC.C=0.70TO 109DA=0.43 AC.C=0.70TO 108DA=0.12 AC.C=0.53TO 107DA=0.14 AC.C=0.69TO 111DA=0.02 AC.C=0.81TO 106BDA=0.97 AC.C=0.41TO 105DA=0.48 AC.C=0.72TO 206ADA=2.60 AC.C=0.44TO 105ADA=0.53 AC.C=0.63SFSFPSPSPSTO 104DDA=2.60 AC.C=0.32TO 464 LF SFDA=0.62 AC.C=XXTO 114DA=0.22 AC.C=0.42TO 114ADA=0.32 AC.C=0.49TO 217EDA=0.34 AC.C=0.47TO 106DA=0.15 AC.C=0.74TO 106ADA=0.11 AC.C=0.71TO 111ADA=0.12 AC.C=0.42TO 112ADA=0.31 AC.C=0.73TO 112DA=0.06 AC.C=0.77SFPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-21-E&S2.dwg [ES2(3)] July 15, 2020 - 2:19pm awells EROSION AND SEDIMENT CONTROL - PHASE II SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA6983 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. STATE GRID NORTHNNOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED OR WRAPPED IN SILTFENCE. 7880100575859606162636465666768697072737477798182831281291301311321331341351361371387671758 2 3 V PD24'PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH54' R.O.W.PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAKS DR IVE (PUBL IC ) 54 ' R .O .W .PROPOSED SPEED = 25 MPH PROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH 450 VPD392 VPD RECREATIONAREAW/M &LATERAL(TYP)W/M &LATERAL(TYP)PROP. CG-9BENTRANCE24'R30'R30'R 3 0 'R30'R30'R3 0 'R41'R48'R35'PROP.16 SLOTMAILBOXPROP.16 SLOTMAILBOXW/M & LATERAL(SERVICE TO BE IN4" PVC SLEEVE FROMMAIN TO METERPROP. ADARAMPPROP. ADARAMP3635TAGGART DRIVE210210A212212A212B212C213215217217A217B218214A215A215B215C215D402403214212D212E210B215E21621929.17' -15" RCP@ 0.50%43.64' - 15" RCP@ 0.50%147.60' - 30" RCP @ 0.75%99.92' - 15" RCP@ 1.05%31.17' -15" RCP@ 0.55%131.42' - 15" RCP@ 0.50%55.00' - 15" RCP@ 0.50%100.00' - 15" RCP@ 0.50%31.17' -30" RCP@ 0.75%44.20' -24" RCP@ 1.75%31.17' -15" RCP@ 0.50%199.13' - 24" RCP@ 1.50%31.12' - 18"RCP@ 1.50%45.06' - 18"RCP@ 1.00%238.66' - 18" RCP@ 0.50%31.17' - 15" RCP @ 0.50% 46.37' -24" RCP@ 0.50%75.91' - 24" RCP@ 0.50%126.43' - 15" RCP@0.65%31.17' -15" RCP@0.50%32.67' -18" RCP@0.50%120.67' - 18" RCP@0.50% 60.48' - 1 8 " R C P @ 0.5 0 %31.24' -18" RCP@0.50%217C217D215F207.52' - 15" RCP@0.50%107.48' - 15" RCP@0.50%100.00' 15" RCP@0.50%106.96' - 18" RCP@0.50%123.61' - 15" RCP@0.50%50221137.28' -15" RCP@ 0.50%PROP. ADS GRATE INLET(TEMPORARY STRUCTUREUNTIL COMMUNITY CENTERIS BUILT)216A31.17' -15" RCP@ 0.50%UD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAIN63.35' -15" RCP@0.50%TO 217ADA=0.35 AC.C=0.68TO 215EDA=0.34 AC.C=0.47TO 215EDA=0.38 AC.C=0.57TO 215DDA=0.82 AC.C=0.64TO 215CDA=0.13 AC.C=0.79TO 215BDA=0.21 AC.C=0.68TO 216DA=0.03 AC.C=0.65TO 214ADA=0.42 AC.C=0.66TO 214DA=0.46 AC.C=0.70TO 403DA=0.53 AC.C=0.65TO 213DA=0.15 AC.C=0.56TO 402DA=0.25 AC.C=0.61TO 212BDA=0.26 AC.C=0.70TO 212ADA=0.08 AC.C=0.77TO 210BDA=0.21 AC.C=0.71TO 212CDA=0.40 AC.C=0.50TO 212DDA=0.15 AC.C=0.48TO 217DA=0.28 AC.C=0.68SFPSPSTO 217BDA=1.26 AC.C=0.34TO 217CDA=0.14 AC.C=0.49TO 217DDA=0.17 AC.C=0.46TO 215FDA=0.27 AC.C=0.50TO 438 LF SFDA=1.01 AC.C=0.40TO 212DA=0.06 AC.C=0.74TO 210DA=0.89 AC.C=0.87TO 502DA=1.08 AC.C=0.42TO 216ADA=0.19 AC.C=0.70PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-21-E&S2.dwg [ES2(4)] July 15, 2020 - 2:19pm awells EROSION AND SEDIMENT CONTROL - PHASE II SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA7083 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'VA. STATE GRID NORTHNNOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED OR WRAPPED IN SILTFENCE. 9 10 11 12 13 14 1587 6 5 4 3 219 0 9 1 9 2 9 3 9 4 9 5 9 6 1 0 2 1 0 3 1 1 0 1 1 1 1 1 2 1 1 3 1 1 4 1 1 5 1 1 6 1 1 7 1 1 8 1 1 9 9 7 545 VPD24'24'54' R.O.W.PROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPR O P . E D G A R L A N E (P U B L I C ) 5 4 ' R . O . W . PR O P O S E D S P E E D = 2 5 M P H PROP. EDGAR LANE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH SWM PONDPROPOSED PONDOUTLET STRUCTURE- SEE SHEET 59AW/M &LATERAL(TYP)W/M & LAT ERA L (TYP )PROP. WA L LWETLANDCELLFOREBAY PROP. CG - 9B ENTRANC E54' R.O.W.R 4 8 'R41'R35'PROP. 1 6 S LOTMAI LBOXW/M &LATERAL(TYP)LIMITS OF TRAIL TOBE REPLACED PROP. ADARAMPPROP. ADARAMPPROP. 4 0 'TAPER8.15'PROP. TRA I LREAL IGNM ENT PROP. TRA I LREAL IGNM ENT PROP. 4 0 'TAPER10' AQUATIC BENCH =657.810' SAFETY BENCH =659.504' AQUATIC BENCH =657.05%MAX5%MAX2%MAX2%MAX5%MAX2% MAXPERMANENT POOLELEVATION = 659.18'PERMANENT POOLELEVATION = 659.18'PROP.WEIRPROP.WEIRPROP.WEIRINVERLEE WAY102 101103103B103F 201 2 0 3 2 0 4 2 0 6 2 0 5 2 0 7 3 0 1 3 0 2 3 0 3 104 2 0 6 A 103A103E 2 0 8 2 0 8 A 31.17' - 15"RCP@ 0.50%97.98' - 15" RCP@ 2.00%31.17' - 15"RCP@ 0.50%63.78' - 18" RCP@ 2.00%125.17' - 30" RCP@ 3.00%85.02' - 30" RCP@ 5.00%31.67' - 30"RCP@ 3.25%68.56' - 30" RCP204.09' - 24" RCP@ 3.25%146.24' - 36" RCP@ 1.67%38.99' -36" RCP@ 1.67%31.18' -36" RCP@ 3.30%113.55' - 36" RCP@ 1.00%56.84' - 2 4 " R C P @ 2.00 % 146 . 9 0 ' - 3 0 " R C P @ 4 . 5 0 %124.49' - 30" RCP@ 1.85%31.95' - 15" RCP @ 0.50%104.44' - 30" RCP@ 1.85%59.10' - 18" RCP@1.10%31.17' - 18"RCP@1.00%2 0 5 A 3 0 4 41.18' - 30" RCP@ 0.75%34.72' - 24" RCP@ 2.00% (x2)16.30' -15" RCP@1.00%UD- 4UNDERDRAIN UD- 4UNDERDRA INUD- 4UNDERDRAINUD- 4UNDERDRAIN UD-4UNDERDRAINUD-4UNDERDRAIN UD- 4UNDERDRAINUD- 4UNDERDRAIN UD- 4UNDERDRAIN PROP. EW-12 W/DEBRIS CAGEINV = 649.0(SEE DETAIL, SHT 59A)PROP. 6" DIPPOND DRAIN@0.50%PROP. MH W/ 6" GATE VALVEFOR POND MAINTENANCERIM=651.5INV IN = 648.33 (6" DIP)INV OUT = 648.23 (8" HDPE)PROP. 8" HDPETO 2 0 6 A D A = 2 . 6 0 A C . C = 0 . 4 4 TO 104DA=0.28 AC.C=0.63 TO 103EDA=0.20 AC.C=0.69 TO 103BDA=0.26 AC.C=0.73TO 103ADA=0.19 AC.C=0.72TO 103DA=0.34 AC.C=0.70 TO 2 0 4 D A = 0 . 4 1 A C . C = 0 . 6 8 TO 2 0 5 D A = 0 . 4 7 A C . C = 0 . 6 6 TO 3 0 2 D A = 0 . 5 3 A C . C = 0 . 6 4 TO 2 0 8 A D A = 0 . 2 0 A C . C = 0 . 7 0 TO 2 0 7 D A = 0 . 7 2 A C . C = 0 . 7 2 TO 3 0 3 D A = 0 . 5 9 A C . C = 0 . 5 0 PS TO 2 0 5 A D A = 0 . 8 2 A C . C = 0 . 4 3 TO 3 0 4 D A = 1 . 5 2 A C . C = 0 . 4 1 TO 2 0 6 A D A = 2 . 6 0 A C . C = 0 . 4 4 PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-21-E&S2.dwg [ES2(5)] July 15, 2020 - 2:19pm awells EROSION AND SEDIMENT CONTROL - PHASE II SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA7183 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE15306030V A . S T A T E G R I D N O R T HN1212812734 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'NOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED OR WRAPPED IN SILTFENCE. 7 8 8 0 100 7 3 7 4 7 7 7 9 8 1 8 2 8 3 8 4 8 5 8788899091929395969899101102103 1 3 3 1 3 4 1 3 5 1 3 6 7 6 7 5 8 6 97 823 V P D PROPOSED 8' TRAIL24 'PROP. NEVERMORE DR IVE (PUB L IC ) 54 ' R .O .W .PROPOS ED SPEED = 25 MPH54' R.O.W.PRO P . R A V E N O A K S D R I V E (PU B L I C ) 5 4 ' R . O . W . PRO P O S E D S P E E D = 2 5 M P HPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPRO P. L E N O R E L A N E (PUB LI C) 5 4' R. O. W. PRO P OS E D S P E E D = 2 5 M P H 392 VPD392 VPDW/M &LATERAL(TYP)PROP. CG - 9B ENTRANCE24'R30'R30'R30'R30'R48'R41'R35'PROP. 1 6 S LOTMAI LBOX PROP.16 SLOTMAILBOX PROP. ADARAMPPROP. ADARAMPINVERLEE WAY3 7 TAGGART DRIVEGLAIZE DEVELOPMENTS,INCORPORATED209 2 1 0 209A 2 1 0 A 2 1 2 2 1 2 A 2 1 2 B 2 1 2 C 2 1 3 2 1 5 2 1 4 A 2 1 5 A 2 1 5 B 4 0 1 4 0 2 4 0 3 2 1 4 208 208A 2 1 0 B 124.49' - 30" RCP@ 1.85%31.95' -15" RCP@ 0.50%104.44' - 30" RCP@ 1.85%31.19' -15" RCP@ 0.50%215.86' - 30" RCP @ 1.85%29. 1 7 ' - 15" R C P @ 0 . 5 0 %43.64' - 15" RCP@ 0.50%147.60' - 30" RCP @ 0.75%99 . 9 2 ' - 1 5 " RCP@ 1 . 0 5% 31.1 7' - 15" R C P @ 0. 5 5 % 131. 4 2' - 1 5" R C P @ 0. 5 0 % 31.1 7' - 30" R C P @ 0. 7 5 %44.20' -24" RCP@ 1.75%3 1 . 1 7 ' - 15 " RCP@ 0 .5 0% 199. 1 3' - 2 4" R C P @ 1. 5 0 % 31 . 1 2 ' - 1 8 "RCP@ 1 . 5 0%45.06' - 18"RCP@ 1.00%15" R C P @ 0. 5 0 %60.48' - 18" RCP@ 0.50%31.24' -18" RCP@0.50%5 0 2 2 1 1 37.28' - 15" RCP @ 0.50%PROP. AD S GRATE IN LET (T EMPORARY STRUCTUREUNTI L COMMUN ITY CENT ER I S BU I LT )UD- 4UNDERDRAIN UD- 4UNDERDRA IN UD- 4UNDERDRA IN UD- 4UNDERDRAIN UD-4UNDERDRAINUD-4UNDERDRAINUD-4UNDERDRAIN UD- 4UNDERDRA IN UD- 4UNDERDRAIN UD- 4UNDERDRA INUD- 4UNDERDRAIN UD- 4UNDERDRAIN UD- 4UNDERDRA IN UD- 4UNDERDRAIN 63.35' -15" RCP@0.50%TO 2 1 5 E D A = 0 . 3 4 A C . C = 0 . 4 7 TO 2 1 5 B D A = 0 . 2 1 A C . TO 2 1 4 A D A = 0 . 4 2 A C . C = 0 . 6 6 TO 2 1 4 D A = 0 . 4 6 A C . C = 0 . 7 0 TO 4 0 3 D A = 0 . 5 3 A C . C = 0 . 6 5 TO 2 1 3 D A = 0 . 1 5 A C . C = 0 . 5 6 TO 4 0 2 D A = 0 . 2 5 A C . C = 0 . 6 1 TO 2 1 2 B D A = 0 . 2 6 A C . C = 0 . 7 0 TO 2 1 2 A D A = 0 . 0 8 A C . C = 0 . 7 7 TO 2 1 0 B D A = 0 . 2 1 A C . C = 0 . 7 1 TO 2 1 0 A D A = 0 . 3 1 A C . C = 0 . 7 0 TO 209ADA=0.22 AC.C=0.77 TO 2 1 2 C TO 2 1 2 D D A = 0 . 1 5 A C . TO 206ADA=2.60 AC.C=0.44 TO 208ADA=0.20 AC.C=0.70TO 208DA=0.19 AC.C=0.70 TO 207DA=0.72 AC.C=0.72 TO 209DA=0.17 AC.C=0.80PSPS PS PS SHEET FLOWOFFSITE TO 2 1 2 D A = 0 . 0 6 A C . C = 0 . 7 4 TO 2 1 0 D A = 0 . 8 9 A C . C = 0 . 8 7 TO 5 0 2 D A = 1 . 0 8 A C . C = 0 . 4 2 PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-21-E&S2.dwg [ES2(6)] July 15, 2020 - 2:19pm awells EROSION AND SEDIMENT CONTROL - PHASE II SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA7283 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'V A . S T A T E G R I D N O R T HN NOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED OR WRAPPED IN SILTFENCE. 78 80666768 6 9 7 0 72737477 7976 7175PROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH450 VPD RECREATIONAREAW/M & LAT ERA L (TYP ) 80' FUTURE R.O.W.PROP. CG-9BENTRANCER41'R48'R35'W/M & LATERA L ( SERV IC E TO B E IN 4 " PVC S L E EV E FROMMAIN TO M ET ER PROP. ADARAMPPROP. ADARAMP3635 3 4 3 3 3 2 3 1 3 0 2 9 2 8 TAGGART DRIVEN/FCARPER FARM EAST , LLCN/FCARPER FARMNORTH, LLCSUMMERFIELD DRIVE215A215B 215C 2 1 5 D 40331.12' - 18"RCP@ 1.50%45.06' - 18"RCP@ 1.00%238.66' - 18" RCP@ 0.50%15" RCP@ 0.50% 2 1 5 F 106.96' - 18" RCP@0.50%123.61' - 15" RCP@0.50%502UD-4UNDERDRAIN UD- 4UNDERDRAINUNDERDRAIN 63.35' -15" RCP@0.50%TO 215EDA=0.34 AC.C=0.47 TO 215EDA=0.38 AC.C=0.57 TO 2 1 5 D DA = 0 . 8 2 A C . C = 0 . 6 4 TO 215CDA=0.13 AC.C=0.79TO 215BDA=0.21 AC.C=0.68DA=0.42 AC.C=0.66 S F SFPS PS TO 2 1 5 F D A = 0 . 2 7 A C . C = 0 . 5 0 TO 4 3 8 L F S F D A = 1 . 0 1 A C . C = 0 . 4 0 TO 502DA=1.08 AC.C=0.42 PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-21-E&S2.dwg [ES2(7)] July 15, 2020 - 2:19pm awells EROSION AND SEDIMENT CONTROL - PHASE II SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA7383 RA1901DECEMBER, 20192'1" = 30'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE153060301 2128 127 34 131 129 130 57 58 59 910111213141516876543211718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707273747778798081828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697100545 VPD823 V P DKEY MAPVA. STATE GRID NAD 83 NORTHNSCALE: 1"=800'V A . S T A T E G R I D N O R T HN NOTE:1. SEE SHEET 75 FOR LEGEND.2. SEE SHEET 74 FOR NOTES & NARRATIVE.STOCKPILE NOTE:STOCKPILE AREAS TO STABILIZED OR WRAPPED IN SILTFENCE. EROSION & SEDIMENT CONTROL NARRATIVE1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OFTHE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAINDORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THEAPPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS ANDSOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BECONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION.4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEPIN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSTREAM LAND DISTURBANCE TAKES PLACE.5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION.6.SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A.THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGEAREAS LESS THAN THREE ACRES. B.SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BECONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THEOUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION.RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THESEDIMENT BASIN IS UTILIZED.7.CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELYWITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.8.CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CURT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME ORSLOPE DRAIN STRUCTURE.9.WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.10.ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THECONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.11.BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONS., ADEQUATE OUTLET PROTECTION AND ANY REQUIREDTEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.12.WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZETHE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYSAND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.13.WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAMCROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.14.ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET.15.THE BED AND BANKS OF A WATER COURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.16.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN AMANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D.MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E.RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F.APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.17.WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BYVEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BECLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENTCONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUALDEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.18.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARYMEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREASRESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.19.PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TOINCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCEWITH THE FOLLOWING STANDARDS AND CRITERIA: A.CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITES SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVINGCHANNEL, PIPE OR STORM SEWER SYSTEMS. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR SYSTEM, DOWNSTREAM STABILITY ANALYSIS AT THEOUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B.ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1).THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THANTHE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION: OR (2).NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSEEROSION OF CHANNEL BED OR BANKS; AND(A)ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILLNOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STROMWATER WILL NOT CAUSE EROSION OFCHANNEL BED OR BANKS; AND(B)PIPES AND STORM SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THEPIPE OR SYSTEM.C.IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:(1) IMPROVE THE CHANNEL TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THECHANNEL BED OR BANKS; OR(2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; OR(3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLSINTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE-DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTOA MAN-MADE CHANNEL;(4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN-APPROVINGAUTHORITY TO PREVENT DOWNSTREAM EROSION. D.THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E.ALL HYDROLOGIC ANALYSIS SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT OF THE SUBJECT PROJECT. F.IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FORMAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FORPERFORMING THE MAINTENANCE. G.OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALLDETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H.ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I.INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET,ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. J.IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BECONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENTPROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITIONS SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K.ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL ANDBIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE.MS-19 EROSION & SEDIMENT CONTROL NOTESPROJECT DESCRIPTION:THE SUBJECT SITE IS LOCATED OFF OF THE WEST SIDE OF INVERLEE WAY IN WINCHESTER, VA 22602. THIS PROJECT CONSISTS OF A SMALL LOT SUBDIVISION OF 143 SINGLE-FAMILY HOMES. THEENTIRE DISTURBED AREA IS APPROXIMATELY 38.60 ACRES.EXISTING SITE CONDITIONS:THE EXISTING SITE CONSISTS OF A CLEARED LOT WITH EXISTING EROSION AND SEDIMENT CONTROL FEATURES. THE SITE SLOPES IN MULTIPLE DIFFERENT DIRECTIONS WITH DIFFERENT PORTIONS OFWATER GOING TO DIFFERENT EROSION AND SEDIMENT CONTROL FEATURES.ADJACENT AREAS:TO THE NORTH AND WEST OF THE SITE IS AGRICULTURAL LAND. TO THE SOUTH OF THE SITE THERE IS A MAJOR COLLECTOR STREET. TO THE EAST OF THE SITE IS A RESIDENTIAL SUBDIVISION.OFF-SITE AREAS:THERE ARE CURRENTLY NO OFF-SITE AREAS BEING ACCOUNTED FOR DURING THE DESIGN OF THIS PROJECT.SOILS:ALL SOILS INFORMATION IS PROVIDED IN THE SOILS MAP ON SHEET 05.CRITICAL AREAS:CRITICAL SLOPES (GREATER THAN 3:1) EXIST ON THIS SITE BUT NO CLEARING OR GRADING IS BEING PROPOSED IN THOSE AREAS. THERE IS AN EXISTING INTERMITTENT STREAM ON THE SOUTHERNPORTION OF THE SITE. SPECIAL CARE SHOULD BE TAKEN TO MITIGATE IMPACT ON STREAM.PROPOSED TREE SAVE AREA:ANY TREE OUTSIDE THE LIMITS OF CLEARING AND GRADING SHALL REMAIN UNDISTURBED UNLESS DIRECTLY INSTRUCTED BY THE COUNTY INSPECTOR.SEDIMENT AND EROSION CONTROL PROGRAM:THE CONTRACTOR SHALL TAKE THE FOLLOWING STEPS TO MINIMIZE THE VOLUME OF SILT:1.CONTRACTOR SHALL EVALUATE THE SITE TO DETERMINE EXTENSIVE CUT AND FILL AREAS, AND SHALL WORK THESE AREAS TO MINIMIZE THE EXTENT OF HEAVY EQUIPMENT WORK.CONTRACTOR SHALL STRIVE TO BRING AREAS TO GRADE (ROUGH OR FINISH) AND TO STABILIZE, BY TEMPORARY OR PERMANENT VEGETATION, THESE DISTURBED AREAS PRIOR TO BEGINNINGWORK IN ANOTHER AREA.2.FILL AREAS SHALL BE COMPACTED, COMPLETELY PRIOR TO THE END OF EACH WORK DAY. FILL SLOPE SURFACES SHALL BE LEFT ROUGHENED TO REDUCE SHEET EROSION OF THE SLOPES.CONTRACTOR SHALL RE-DIRECT CONCENTRATED RUNOFF, BY EARTH BERMS OR OTHER DEVICES, AROUND ACTIVELY DISTURBED AREAS TO STABILIZE OUTLETS.3.CUT SLOPE AS NECESSARY, SHALL BE PROTECTED FORM CONCENTRATED FLOW BY BERMS ABOVE THE SLOPE AND DIRECTED AROUND THE DISTURBED AREA TO STABILIZED OUTLETS.4.IN NEW PAVEMENT AREAS, PLACE THE AGGREGATE BASE STONE ON THE FINISH SUBGRADE AT THE EARLIEST POSSIBLE TIME.PHASE 1:1.INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACKS AS SHOWN ON SHEETS 60-66. WATER TRUCKS SHALL BE USED IF THERE IS NO ON-SITE WATER AVAILABLE. PROVIDEFILTER FABRIC UNDERLAIN. MUD AND DEBRIS SHALL BE WASHED FROM ALL CONSTRUCTION VEHICLES AND EQUIPMENT BEFORE LEAVING THE SITE. ANY MUD OR SILT CARRIED INTO THESTREET AFTER WASHING SHALL BE IMMEDIATELY REMOVED.2.INSTALL INLET PROTECTION FOR ALL EXISTING STORM SEWER INLETS AS SHOWN ON THE PHASE I DRAWINGS ON SHEETS 60-66 .3.CLEAR AND GRUB ALONG THE PERIMETER OF LIMITS OF CLEARING AND GRADING. INSTALL SAFETY FENCE AND PERIMETER CONTROLS AND INTERIOR STOCK PILE CONTROLS IN THE FORM OFSILT FENCE.4.ONCE THE THE ABOVE STEPS HAVE BEEN COMPLETED, THE CONTRACTOR SHALL CONTACT THE COUNTY E&S INSPECTOR TO INSPECT THE SITE. NO FURTHER CONSTRUCTION ACTIVITY SHALLCOMMENCE UNTIL THE COUNTY INSPECTOR HAS PERFORMED THE SITE INSPECTION.PHASE II:1.ALL SILT FENCES WILL REMAIN WHERE SHOWN ON THE PHASE II PLAN ON SHEET 67-73. THE CONSTRUCTION ENTRANCE SHALL BE REMOVED WHEN FINAL PAVING IS COMPLETED ANDAPPROVED BY THE COUNTY INSPECTOR.2.INLET PROTECTION FOR STORM INLETS SHALL BE PLACED AS SOON AS THE INLETS ARE INSTALLED.3.FILL SLOPE SURFACES SHALL BE LEFT IN A ROUGHENED CONDITION TO REDUCE SHEET AND RILL EROSION OF THE SLOPES. THE CONTRACTOR SHALL RE-DIRECT CONCENTRATED FLOW AWAYFROM THE FILL SLOPES BY INSTALLING EARTH BERMS AND OUTLETTING THE RUNOFF TO A STABILIZED OUTLET.4.REMOVE THE EXISTING CURB AND GUTTER IN THE LOCATIONS INDICATED ON THE PLAN.5.INSTALL THE PROPOSED STORM DRAINS CONCURRENTLY WITH NEW CURB AND GUTTER.6.INSTALL PAVEMENT SUBBASE AND AND INTERMEDIATE COURSE.7.INSTALL PAVEMENT TOP COURSE AND PROPOSED SIDEWALKS.8.COMPLETE FINAL MISCELLANEOUS SITE ITEMS INCLUDING PAVEMENT STRIPING, ECT.9.AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS HAVE BEEN STABILIZED WITH VEGETATION, THE EROSION AND SEDIMENT CONTROL MEASURES MAY BE REMOVEDUPON THE APPROVAL OF THE COUNTY E&S INSPECTOR.E&S MEASURES:UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDSAND SPECIFICATIONS OF THE HANDBOOK. THE MINIMUM STANDARDS OF THE VESCR SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE.STRUCTURAL PRACTICESSAFETY FENCE - 3.01A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURETEMPORARY CONSTRUCTION ENTRANCE - 3.02A GRAVEL PAD LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE TO REDUCE THE MUD TRANSPORTED ONTO PUBLIC ROADS AND OTHER PAVED AREAS.CONSTRUCTION ROAD STABILIZATION - 3.03A TEMPORARY STABILIZATION OF ACCESS ROADS, AND OTHER ONSITE VEHICLE TRANSPORTATION ROUTES WITH STONE IMMEDIATELY AFTER GRADING.SILT FENCE BARRIER - 3.05A TEMPORARY BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED.STORM DRAIN INLET PROTECTION - 3.07A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET.CULVERT INLET PROTECTION - 3.08A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS WHICH PREVENTS SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. IT ALSO PROVIDES EROSIONCONTROL AT CULVERTS DURING THE PHASE OF A PROJECT WHERE ELEVATIONS AND DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL MEASURES TO BE INEFFECTIVE.DIVERSION DIKE - 3.09A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA. DIKES TO BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION.SEDIMENT TRAP - 3.13A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET.SEDIMENT BASIN - 3.14A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ALONG A DRAINAGEWAY.OUTLET PROTECTION - 3.18STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS.STRUCTURAL PRACTICESRIPRAP - 3.19A PERMANENT, EROSION-RESISTANT GROUND COVER OF LARGE LOOSE, ANGULAR STONE WITH FILTER FABRIC OR GRANULAR UNDERLINING.ROCK CHECK DAMS - 3.20SMALL TEMPORARY STONE DAMS CONSTRUCTED ACROSS A SWALE OR DRAINAGE DITCH.VEGETATIVE PRACTICESTOPSOILING - 3.30TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. TOPSOIL OPERATIONS SHOULD NOT BE PERFORMED WHEN THE SOIL IS WET OR FROZEN. STRIPPING SHALLBE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. A 4-TO 6-INCH STRIPPING DEPTH SHALL BE PROVIDED. ALL PERIMETER DIKES, BASINS, AND OTHER SEDIMENT CONTROLS SHALL BE IN PLACEPRIOR TO STRIPPING. TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL DRAINAGE IS NOT OBSTRUCTED AND NO OFF-SITE SEDIMENT DAMAGE SHALL RESULT. STABILIZE ORPROTECT STOCKPILES IN ACCORDANCE WITH MS #2. PERIMETER CONTROLS MUST BE PLACED AROUND THE STOCKPILE IMMEDIATELY. STOCKPILE LOCATIONS SHALL BE LOCATED ON-SITE AND ARE TOBE STABILIZED WITH TEMPORARY VEGETATION WITHIN 7 DAYS OF THE FORMATION OF THE STOCKPILE, IN ACCORDANCE WITH STD. & SPEC. 3.31, TEMPORARY SEEDING IF IT IS TO REMAIN DORMANTFOR LONGER THAN 30 DAYS (REFER TO MS #1 AND MS #2).PRIOR TO LAND-DISTURBING ACTIVITIES, THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY E&S PLAN TO THE OWNER COVERING ANY OFF-SITESTOCKPILE AREA WHICH WOULD HAVE TO BEAPPROVED BY THE PLAN APPROVING AUTHORITY BEFORE ANY OFF-SITE ACTIVITY COMMENCES. ANY OFFSITE WORK MUST BE CONDUCTETD AT A SITE WITH AN ACTIVE GRADING PERMIT AND ANAPPROVED E&SC PLAN.TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN TOPSOIL OR SUBGRADE IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TOPROPER GRADING OR PROPOSED SODDING OR SEEDING. THE TOPSOIL SHALL BE UNIFORMLY DISTRIBUTED TO A MINIMUM COMPACTED DEPTH OF 2 INCHES ON 3:1 OR STEEPER SLOPES AND 4 INCHESON FLATTER SLOPES. (SEE TABLE 3.30-A TO DETERMINE VOLUME OF TOPSOIL REQUIRED FOR APPLICATION TO VARIOUS DEPTHS). ANY IRREGULARITIES IN THE SURFACE, RESULTING FROMTOPSOILING OR OTHER OPERATIONS, SHALL BE CORRECTED IN ORDER TO PREVENT THE FORMATION OF DEPRESSIONS OR WATER POCKETS.TEMPORARY SEEDING - 3.31ALL DENUDED AREAS, WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME, SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING.SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED. (SEE SHEET 26 FOR SEEDING SCHEDULES AND RATES)PERMANENT SEEDING - 3.32ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLANTING SEED ON ROUGH GRADING AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A YEAR OR MORE OR WHERE PERMANENT,LONG LIVED VEGETATIVE COVER IS NEEDED ON FINE GRADING AREAS. (SEE SHEET 75 FOR SEEDING SCHEDULES AND RATES)EROSION CONTROL BLANKET - 3.36 OR MULCH - 3.35EROSION CONTROL BLANKETS WILL BE INSTALLED OVER FILL SLOPES, WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLYEROSION AND TO ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS AND WILL BE APPLIED AS A SECOND STEP IN THE SEEDINGOPERATION. (SEE SHEET 26 FOR MULCHING RATES,TABLE 3.35-A )TREE PROTECTION - 3.38PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY.SPECIAL CARE NOTES:THE CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT THE EXISTING VEGETATION, WETLANDS AND STREAMS OUTSIDE OF THE DESIGNATED LIMITS OF WORK SHOWN ON THE PLANS. WHENWORK IS PERFORMED IN/NEAR STREAMS AND WETLANDS, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THEGREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FORTHESE STRUCTURES IF ARMORED BY NONERODIBLE MATERIALS. THE BED AND BANKS OF THE STREAM AND WETLANDS SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN/NEAR THESE LOCATIONS ISCOMPLETED.MANAGEMENT STRATEGIES:1.CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.2.TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING.3.AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC.4.THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.5.AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED.6.IF ON-SITE WATER IS NOT AVAILABLE, WATER TRUCKS SHALL BE PRESENT ON-SITE.PERMANENT STABILIZATION:ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE WITH A SITE SPECIFIC SEED, ASBASED ON TIME OF CONSTRUCTION AND AVAILABILITY, ACCORDING TO STD. & SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBOOK (SEE NEXT SHEET). EROSION CONTROL BLANKETS WILL BEINSTALLED OVER FILL STEEP SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND TO ALLOW SEED TOGERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. SOILTESTS SHALL BE REQUIRED TO DETERMINE SITE SPECIFIC LIME AND FERTILIZER REQUIREMENTS.VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE GROWTH TO SURVIVE AND ADEQUATE TO PREVENT EROSION.MAINTENANCE:THE FOLLOWING IS A PROGRAM OF MAINTENANCE FOR MECHANICAL CONTROLS SPECIFIED IN THIS NARRATIVE AND ON THE PLAN:1.THE SITE SUPERINTENDENT, OR HIS REPRESENTATIVE, SHALL MAKE A VISUAL INSPECTION OF ALL MECHANICAL CONTROLS AND NEWLY STABILIZED AREAS (I.E.-SEEDED OR SODDED AREAS) ONA DAILY BASIS (ESPECIALLY AFTER A HEAVY RAINFALL) TO INSURE THAT ALL CONTROLS ARE IN PLACE AND THAT NONE HAVE BEEN DAMAGED. ANY DAMAGED CONTROL SHALL BE REPAIREDPRIOR TO END OF THE WORK DAY TO INCLUDE RESEEDING OR RESODDING, IF NECESSARY.2.ALL SILT TRAPPING FACILITIES SHALL BE CLEANED OUT AT 50% TRAP CAPACITY AND SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE (OR HAULING AWAY IF NOT SUITABLE FORSTRUCTURUAL FILL).3.AFTER ALL CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED AREAS ARE STABILIZED, MECHANICAL SEDIMENT CONTROLS SHALL BE REMOVED AND GROUND SHALL BE RESTOREDINCLUDING ESTABLISHMENT OF VEGETATION TO ITS NATURAL OR PROPOSED CONDITION. REMOVAL OF ANY CONTROL IS CONTINGENT UPON APPROVAL BY THE INSPECTOR.4.DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES.TEMPORARY SEEDING:SEE SHEET III-288 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) FOR ALLOWABLE PLANTING MATERIAL, SEEDING RATES, AND DATES. THE REQUIREMENTS OF THE "SOUTH"PLANTING REQUIREMENTS SHALL BE FOLLOWED. LIMING SHALL BE BASED ON TABLE 3.31-A OF VESCH. FERTILIZERS SHALL BE APPLIED AS 600 LB/ACRE. THE FERTILIZER SHALL BE INCORPORATEDINTO THE TOP 2-4" OF SOIL. SEED SHALL BE EVENLY APPLIED AND SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1.5" DEEP. SEEDING MADE IN FALL FOR WINTER COVER AND DURING HOTSUMMER MONTHS SHALL BE MULCHED.SODDING:SODDED AREAS SHALL BE BROUGHT TO FINAL GRADE IN ACCORDANCE WITH THE APPROVED PLANS. SOIL TEST SHOULD BE MADE TO DETERMINE THE EXACT REQUIREMENTS FOR LIME ANDFERTILIZER. PRIOR TO LAYING SOD, SOIL SURFACE SHALL BE CLEAR OF TRASH, DEBRIS AND LARGE OBJECTS. QUALITY OF SOD SHALL BE STATE CERTIFIED AND ENSURE GENETIC PURITY AND HIGHQUALITY. SOD SHALL NOT BE LAID IN EXCESSIVELY WET OR DRY WEATHER AND BE DELIVERED AND INSTALLED WITHIN 36 HOURS. SOD SHOULD NOT BE LAID ON FROZEN SOIL SURFACE AND SHALL BEINSTALLED PER PAGE III-339 OF VESCH.DUST CONTROL:DUST SHALL BE CONTROLLED USING A VARIETY OF METHODS, SUCH AS VEGETATIVE COVER, MULCH, TILLAGE, IRRIGATION, SPRAY-ON ADHESIVES, STONE, BARRIERS, AND CALCIUM CHLORIDE. THEIMPLEMENTATION OF THE DUST CONTROL METHODS SHALL BE INSTALLED PER SECTION 3.39 OF VESCH.STOCKPILING:DURING CONSTRUCTION OF THIS PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT CONTROL DEVICES.UTILITY INSTALLATION:UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:1.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.2.EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.3.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOTADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.4.MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.5.RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.6.APPLICABLE SAFETIES SHALL TAKE PLACE AND REGULATIONS SHALL BE COMPLIED WITH.LAND CONSERVATION NOTES:1.ALL E&S CONTROL MEASURES APPROVED WITH THE PHASE I E&S CONTROL PLAN SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. FIRST AREAS TO BE CLEARED ARE TO BETHOSE REQUIRED FOR THE PERIMETER CONTROLS.2.ALL STORM AND SANITARY SEWER LINES NOT IN STREETS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER BACKFILL. NO MORE THAT 500' SHALL BE OPEN AT ANY ONE TIME.3.ELECTRIC POWER, TELEPHONE AND GAS SUPPLY TRENCHES SHALL BE COMPACTED, SEEDED, AND MULCHED WITHIN 7 DAYS AFTER BACKFILL.4.ALL TEMPORARY EARTH BERMS, DIVERSIONS AND SEDIMENT CONTROL DAMS SHALL BE SEEDED AND MULCHED FOR TEMPORARY VEGETATIVE COVER IMMEDIATELY (AS SOON AS POSSIBLE BUTNO LATER THAN 48 HOURS) AFTER COMPLETION OF GRADING. STRAW OR HAY MULCH IS REQUIRED. ALL SOIL STOCKPILES SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER GRADING.5.DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION DEVICES, MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS.ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET - ALL APPLICABLE PERMITS SHALL BE SUBMITTED WITHLAND DISTURBANCE APPLICATION (§79-3.A.2 FREDERICK COUNTY CODE).TRENCHING PRACTICES SHALL BE IN ACCORDANCE WITH 4VAC50-30-40 SUBSECTION 16.CONTRACTOR SHALL CLEAN/REMOVE ANY SEDIMENT ON PUBLIC OR PRIVATE ROADWAYS.ALL TEMPORARY CONTROLS SHALL BE REMOVED WITHIN 30-DAY ONCE NO LONGER NEEDED. TRAPPED SEDIMENT MUST BE REMOVED AND STABILIZED.PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-23-E&S DETS.dwg [E&S NOTES] July 15, 2020 - 2:20pm awells EROSION AND SEDIMENT CONTROL - NOTES & DETAILS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA7483 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINI PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-23-E&S DETS.dwg [E&S DETS] July 15, 2020 - 2:20pm awells EROSION AND SEDIMENT CONTROL - DETAILS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA7583 RA1901DECEMBER, 20192'AS NOTED12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)EROSION AND SEDIMENT CONTROL LEGENDSTXXXXXXXXXXXXTPTEMPORARY STONECONSTRUCTIONENTRANCESAFETY FENCESILT FENCESUPER SILT FENCESTORM DRAIN INLETPROTECTIONCULVERT INLETPROTECTIONTEMPORARYDIVERSION DIKETEMPORARYSEDIMENT TRAPTEMPORARYSEDIMENT BASINTEMPORARY SLOPEDRAINOUTLETPROTECTIONRIPRAPCHECK DAMTREE PROTECTIONGRAVEL BUNDLEBARRIERSBTSDOPRRCDTPGRDDCIPIPSSFSFCESAF3.013.023.053.073.083.093.133.143.153.183.193.203.38Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINITEMPORARYSEEDINGTSPERMANENTSEEDINGPSSOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1Sherwood & WyantPERSPECTIVE VIEWSPERSPECTIVE VIEWSINLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATERAPPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH ASEXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOTTHAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOTTHIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THEINLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATERAPPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH ASEXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOTTHAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOTTHIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THESPECIFIC APPLICATIONSPECIFIC APPLICATIONELEVATION OF STAKE ANDELEVATION OF STAKE ANDFABRIC ORIENTATIONFABRIC ORIENTATIONSOURCE: N.C. Erosion and Sediment Control Planning and Design Manual, 1988IN STREET OR HIGHWAY MEDIANS.IN STREET OR HIGHWAY MEDIANS.PLATE 3.07-1DETAIL ADETAIL AINCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTEDTHIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSESOURCE: VA. DSWCAREAS.SPECIFIC APPLICATIONPLATE 3.07-6** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th........................................Annual Rye May 16th through August 15th.....................................Foxtail Millet August 16th through September, October........................Annual Rye November through February..............................................Winter Rye*** If flatpea is used, increase to 30lbs./acre. All legume seed must be properly inoculated. WeepingLovegrass may also be included in any slope or low-maintenance mixture during warmer seedingperiods; add 10-20lbs./acres in mixes.200-250 lbs.Total lbs.Per AcreCommercial or Residential -Kentucky 31 or Turf Type Tall Fescue -Improved Perennial Ryegrass * -Kentucky Bluegrass* Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, therebyproviding cover and erosion resistance for seedbed.Low-Maintenance Slope (Steeper than 3:1) -Kentucky 31 Fescue -Red Top Grass -Seasonal Nurse Crop ** -Crownvetch *** -Kentucky 31 Fescue -Red Top Grass -Seasonal Nurse Crop **General Slope (3:1 or less)High-Maintenance LawnMinimum of three (3) up to five (5) varieties ofbluegrass from approved list for use in Virginia.150 lbs.20 lbs.108 lbs.20 lbs.2 lbs.125 lbs.150 lbs.20 lbs.2 lbs.128 lbs.0-10 %0-10 %90-100 %Minimum Lawn CareSITE SPECIFIC SEEDING MIXTURESFOR APPALACHIAN / MOUNTAIN AREATABLE 3.32-CTEMPORARY SEEDING CHART* PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-23-E&S DETS.dwg [EROSION & SEDIMENT CONTROL CALCULATIONS] July 15, 2020 - 2:20pm awells EROSION & SEDIMENT CONTROL CALCULATIONS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA7683 RA1901DECEMBER, 2019N/AAS NOTED12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIEX. SEDIMENT BASIN #1EX. SEDIMENT BASIN #2EX. SEDIMENT BASIN #3PROP. SEDIMENT BASIN #4 1212812734131INVERLEE WAY129130INVERLEE WAY363534333231302937TAGGART DRIVEKINROSS DRIVE KI L LAN EY COU R T SUMMERFIELD DRIVEINVERLEE WAYSTREAM REACH A10' AQUATIC BENCH =657.810' SAFETY BENCH =659.504' AQUATIC BENCH =657.05%MAX5%MAX2%MAX2%MAX5%MAX2% MAXCOMMUNITY CENTERAREA (DESIGN PROVIDEDUNDER SEPARATE COVER)788010091011121314151687654321171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970727374777981828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697PROPOSED 8' TRAILPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAKS DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. NEVERMORE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. RAVEN OAK S DR IVE (PUBL IC ) 54 ' R .O .W .PROPOSED SPEED = 25 MPHPROP. LENORE LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. LENORE LANE (PUBLIC) 54' R.O.W. PROPOSED SPEED = 25 MPH PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH PROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. POE DRIVE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. EDGAR LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPH P R O P . E D G A R L A N E (P U B L I C ) 5 4 ' R . O . W . P R O P O S E D S P E E D = 2 5 M P H SWM PONDPROPOSED PONDOUTLET STRUCTURE- SEE SHEET 59ARECREATION AREA- TOT LOTRECREATIONAREAPROPOSEDRIP-RAP (CLASS I)OUTLETPROTECTIONPROPOSEDRIP-RAP OUTLETPROTECTIONWETLANDCELLFOREBAYSTREET TREEBUFFER PLANTSDECIDUOUS TREESEVERGREEN TREESSHRUBSDWELLING UNITORNAMENTAL TREELEGENDBUFFER ZONE ABUFFER ZONE BBUFFER ZONE CROAD EFFICIENCYBUFFERROAD EFFICIENCYBUFFERL 1 SH T . 77 50 ' 5 0 '50' ROAD EFFICIENCY BUFFERPROPERTY LINE LOT LINESFD HOMESECTIONSCALE : 1"=20'L1SMALL EVERGREEN TREELARGE CANOPY TREEUNDERSTORY TREELARGE EVERGREEN TREELic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE408016080VA. STATE GRID NORTHNPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-26-LANDSCAPE.dwg [LANDSCAPE PLAN] July 15, 2020 - 2:21pm awells LANDSCAPE PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA7783 RA1901DECEMBER, 2019N/AAS NOTED12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax) Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIPLANTING SPECIFICATIONS1.QUALITY ASSURANCE:A.Landscape planting and related work shall be performed by a firm with a minimum of five years experience specializingin this type and scale of work.B.Applicable Specifications and Standards:FredericK County Zoning Ordinance;Virginia Stormwater Management Handbook;American Joint Committee on Horticultural Nomenclature;American Standard for Nursery Stock (ANSI Z60.1), latest edition;Landscape Specification Guidelines for Baltimore Washington Metropolitan Areas, latest edition, by LandscapeContractors Association MD, DC, VA. C. The Contractor shall guarantee all landscape improvements, including sod/seeding, for one full year from the date of initial acceptance by the owner. Contractor must contact owner at least 10 business days in advance to schedule acceptance inspection(s). Contractor must replace all dead or unacceptable plants during the following planting season.2.SUBMITTALS: Submit the following to the Owner's Representative prior to beginning work:A.Copies of manufacturer's data for all materials required.B.Samples of required mulch material.C.Chemical and mechanical analysis and samples of all existing soil, topsoil, organic matter and soil mix to be used.D.Planting schedule showing the dates (earliest and latest) proposed for each type of plant specified, schedule each typeof planting within the normal planting seasons for such work. Include requests for any proposed changes in theapproved planting season and a list of proposed sources for all plant materials.E.List of proposed sources for all plant material.3.DELIVERY, HANDLING, AND STORAGE:A.Deliver packaged materials in manufacturer's unopened containers or bundles, fully identified with name, brand, type,weight, and analysis. Store packaged materials in such a manner as to prevent damage or intrusion of foreign matter.B.Dig balled and burlapped (B&B) plants with firm, natural balls of earth, of a diameter not less than that shown on theplant list nor less than recommended by the American Standard for Nursery Stock, and of sufficient depth to include thefibrous and feeding roots. B&B plants will not be accepted if the ball is cracked or broken before or during plantingoperation.C.Deliver trees and shrubs after preparations for planting have been completed. Do not bend, bind, or tie trees or shrubsin such a manner as to damage bark, break branches or destroy natural shape. If planting is delayed more than 6 hoursafter delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist byheeling-in bare root stock and covering plant balls with soil, peat moss or other acceptable material for balled stock.Plants shall be kept well watered and shall not remain unplanted for longer than ten (10) days after delivery.D.Plants shall be lifted and handled from the bottom of the ball only.E.Do not remove container-grown stock from containers until planting time.4.DRAINAGE: Before planting, determine that areas to receive plant material have adequate subdrainage.A.The landscape contractor is responsible for drainage tests as necessary to identify any problems prior to beginningplanting operations. Upon commencement of planting operations the landscape contractor assumes responsibility forsoil conditions.B.Dig planting pits to full depth and dimensions indicated on drawings.C.At bottom of planting pit, excavate rectangular pit 12 inches by 12 inches by 18 inches deep. Quickly pour water into pitto a depth of 6 inches (approximately 3-3 3/4 gallon). Note time required for water to be completely absorbed. Dividetime noted by 6 to achieve average rate of absorption for 1 inch of water. Where rate of absorption exceeds 60 minutesper inch, notify owner immediately for directions on how to proceed.5.PLANTING DATES: Planting shall be done only within the following dates except as approved by Owner.A.Deciduous Trees and Shrubs: March 1 to May 31 and October 15 to December 15.B.Evergreen Trees, Shrubs and Vines: March 1 to May 31 and September 1 to November 15.C.All plant material shall be guaranteed by the Contractor for a period of 1 year from the date final acceptance to be ingood, healthy and flourishing condition.6.MATERIALS FOR PLANTING: Contractor must provide, load, haul, mix and spread all materials for plantings as required.A.Topsoil: shall be a fertile, friable natural loam, uniform in composition, free of stones, lumps, plants and their roots,debris and other extraneous matter over 1 inch in diameter, capable of sustaining vigorous plant growth. Soil shall beharvested at a single source from the O and/or A horizons of the soil profile.1)Topsoil shall have a pH range of 5.5 to 7.5.2)Topsoil shall contain 1.5-5% organic matter by dry weight .3)Soil Texture: sandy loam, sandy clay loam with the following particle size distribution:GravelLess than 10%Silt15-30%Clay20-35%4)Chemical Levels shall be:Magnesium Mg100+ unitsPhosphorus P205150+ unitsPotassium - K20120+ units5)Soluble Salts/ Conductivity - Not to exceed 900 ppm/0.9 mmhos/cm (in soil); not to exceed 3000 ppm/2.5 mmhos/cm(in high organic mix)6)Cation exchange capacity shall be a minimum of 8 meq/100g.B.Clay Loam to Sandy Clay Loam Soil: shall be a fertile, friable natural loam, uniform in composition, free of stones, lumps,plants and their roots, debris and other extraneous matter over 1 inch in diameter, capable of sustaining vigorous plantgrowth.1)Soil shall have a pH range of 5.5 to 6.5.2)Soil shall contain 2-5% organic content by volume.3)Soil Texture: Clay loam to sandy clay loam with the following particle size distribution:GravelLess than 10%Sand20-50%Silt<35%Clay20-40%4)Chemical Levels shall be:Magnesium Mg100+ unitsPhosphorus P205150+ unitsPotassium - K20120+ units5)Soluble Salts/ Conductivity - Not to exceed 900 ppm/0.9 mmhos/cm (in soil); not to exceed 3000 ppm/2.5 mmhos/cm(in high organic mix)6)Cation exchange capacity shall be 20-35 meq/100g.C.Compost: Compost shall be mature, stable, weed free, and produced by aerobic decomposition of organic matter. Compost feedstock shall be plant matter, such as high lignin forestry products or yard waste (leaves, brush and yardtrimmings).1)The product must not contain any visible refuse or other physical contaminants, substances toxic to plants, or over 5%sand, silt, clay or rock material by dry weight. 2)Compost shall be sampled and tested as required by the Seal of Testing Assurance Program of the United StatesComposting Council (USCC) and shall meet the physical requirements for compost as determined by USCC.3)The product shall possess no objectionable odors. The product must meet all applicable USEPA CFR, Title 40, Part503 Standards for Class A biosolids. 4)The moisture level shall be such that no visible water or dust is produced when handling the material.D.Composted Pine Bark Fines: Shall be approved composted, ground pine bark having no particle with a dimensiongreater than 3/4 inch. No more than 10% shall be wood.E.Mulch: Shall be shredded hardwood bark for trees and shrubs. Fine bark mulch is to be used for perennial beds.F.Sand: Shall be quartz based sharp concrete sand, ASTM C-33 Fine Aggregate, with a Fines Modulus Index between2.8 and 3.2.G.Trace Elements: Shall be commercially available slow release materials containing zinc (Zn), Molybdenum (Mo),Copper (Cu), Boron (B), and Magnesium (Mn).H.Fertilizer: A commercial fertilizer for ornamental trees, shrubs and ground cover with an analysis of 10% Nitrogen, 6%Phosphorus and 4% Potassium shall be used. This fertilizer shall be granular with a minimum of 50% of the totalNitrogen in organic form. 14-14-14-Osmocote (or approved equal) shall be applied at a rate of 10 lbs. per square foot,tilled to a depth of 8 inch, shall be used for perennials.I.Soil Separator: Shall be rot resistant non-woven polypropylene filter fabric, water permeable, and unaffected by freezingand thawing. Acceptable products include: Mirafi 140N, Mirafi Civil Engineering Co., or Stabilenka Type T-80,American Enka Co., Enka, N.C.J.Planter Drainage Fabric: Shall be prefabricated planter drainage fabric Miradrain 9000, a composite system consistingof a Mirafi drainage fabric bonded to a three-dimensional highly impact-resistant plastic core. The core shall have thefollowing attributes:1)Compressive Strength: (ASTM D-1621), 15,000 + PSF.2)Overlaps: Shall be capable of mechanically interlocking so as to prevent separation of the overlaps during backfill.7.PLANT MATERIALS: Refer to the PLANT LIST on the drawings for specific types and quantities of plants:A.Plants shall be nursery grown in accordance with good horticultural practices. Plants shall either be obtained from localnurseries and/or others, which have soil (heavy clay) and climatic conditions similar to those in the locality of the project.B.Plant material grown in sandy, well-drained soil will not be approved for this project. Plants shall be true to species andvariety and unless specifically noted otherwise, all plants shall be of specimen quality, exceptionally heavy, symmetrical,tightly-knit plants, so trained or favored in their development and appearance as to be superior in form, number ofbranches, compactness and symmetry.C.Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf, free of disease, insectpests, eggs or larvae and shall have healthy, well-developed root systems. They shall be free from physical damage orany conditions that would prevent thriving health and the desired appearance.D.Trees, which have a damaged or crooked leader, or multiple leaders, unless specified in the plant list, will be rejected.Trees with abrasion of the bark, sun scald, disfiguring knots, or pruning cuts more than 1 1/4 inch diameter which havenot completely callused, will be rejected.E.Plants shall conform to measurements specified in the plant schedules except that plants larger than specified may beused if acceptable to the Landscape Architect or owner. Use of such plants shall not increase the contract price. Iflarger plants are accepted, the root ball shall be sized for the larger plant.F.Caliper Measurement: Shall be taken at a point on the trunk 6 inches above natural ground line for trees up to 4 inchesdiameter, and at a point 12 inches above the natural ground line for trees over 4 inches diameter.G.Plants shall be measured when branches are in the normal position. Height and spread dimensions specified refer tothe main body of the plant and not from branch tip to tip.8. SOIL MIXING PROCEDURES:A.Topsoil used in sand/soil mixes shall be screened or shredded prior to mixing in sands. Maximum clod inclusion for soilmixes shall not exceed:Clod size (largest dimension)% of the soil mix volumeLess than 1”Unlimited1 to 3 inches20%3 to 6 inches5%>6 inchesLess than 2%B.Source material and soil mix stockpiles shall be protected from rain by covering with filter cloth.9.INSPECTION:A.Examine the areas and conditions where soil mix is to be installed and notify the Landscape Architect of conditionsdetrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditionsare corrected to permit proper installation of the work.B.Cooperate with other Contractors and trades working in and adjacent to other work areas. Examine drawings whichshow development of entire project and become familiar with scope of other work required.10.SOIL INSTALLATION - GENERAL PROCEDURES:A.If subgrade soil compaction exceeds 80%, existing soil shall be ripped to a depth of 14 inches to alleviate compactionwhich has taken place during construction. Prior to loosening of soil, Contractor must locate existing utilities andcoordinate with Owner any underground electric lines, drainage pipes, conduits, etc.B.Prepare the subgrade by roughening the top 3 inches of the subsoil by dragging the teeth of a backhoe bucket acrossthe surface.C.Begin soil installation as soon as subsoil is prepared. Use low impact equipment with track belts, large tires, or low tirepressure to lower compaction and soil damage during installation.D.Monitor compaction during installation and loosen soils as needed if compaction exceeds 80%.E.Install specified soil in 12-18 inch thick lifts. Compact each lift sufficiently to reduce settling but not enough to preventthe movement of water and feeder roots through the soil. The soils in each lift should feel firm to the foot in all areasand make only slight heel prints.11.INSTALLATION OF SOIL MIX FOR LAWN AREAS ON GRADE:A.Soil Mix for Lawns on Grade: shall consist of 10% compost and 90% topsoil, by volume. These materials must meetspecifications described in Section 2.00.B.Loosen subgrade lawn areas to a minimum of 3 inches. Remove stones more than 1-1/2 inches in any dimension andsticks, roots, rubbish, and other extraneous matter. Limit preparation to areas which will be planted promptly afterpreparation.C.Spread soil mix for lawn areas on grade to a minimum depth of 6 inches as required to meet grade and elevationsshown on drawings, after lightly rolling and natural settlement. Allow for sod thickness in areas to be sodded.12.INSTALLATION OF SOIL MIX FOR TREE PITS ON GRADEA.Confirm that native subsoil drains at a rate of at least ½ inch per hour. If drainage is less than ½ inch per hour, providesubsurface drainage lines.B.Install 30-36 inches of Soil Mix for Tree Pit Backfill on Grade, which shall consist of 3 parts existing clay loam to sandyclay loam soil, amended per soil test results instructions and incorporating 1 part Compost and/or Composted Pine BarkFines.C.Till 4 inches of compost into the top 6 inches of the installed Soil Mix.13.INSTALLATION OF SOIL MIX FOR MULCHED SHRUB AND PERENNIAL BEDS:A.Confirm that native subsoil drains at a rate of at least ½ inch per hour. If drainage is less than ½ inch per hour, providesubsurface drainage lines.B.Install 14-18 inches of Soil Mix for Mulched Shrub and Perennial Beds, which shall consist of 3 parts existing clay loamto sandy clay loam soil, amended per soil test results instructions and incorporating 1 part Compost and/or CompostedPine Bark Fines.C.Till 4 inches of compost into the top 6 inches of the installed Soil Mix.14.EROSION CONTROL MATERIAL AND PLANTING ON STEEP SLOPES:A.Material meeting the requirements of the specifications shall be installed and maintained on the designated areas asshown and specified. The areas to be covered shall be prepared and fertilized as specified before the erosion materialis placed. Immediately prior to the planting operations, the material shall be laid evenly, smoothly and in contact with thesoil throughout.B.Lay erosion control materials with one inch nominal openings in accordance with manufacturer's instructions. Unroll indirection of water flow. Overlap sheets by at least 6 inches. Where strips are to be spliced lengthwise, overlap strips by8 inches. Upgrade section shall be on top of all splices.C.The Contractor shall maintain and protect the erosion control material until the final inspection. Maintenance shallconsist of repairs made necessary by erosion, wind or any other cause. Following the restoration of damaged areasunder plant and turf guarantee and establishment requirements for applicable underlying items; the erosion controlmaterial shall be repaired or replaced to meet the original requirements and maintained until the final inspection.15.GENERAL PLANT INSTALLATION:A.Excavation: Excavate all tree pits and planting areas to the width and depth shown in the planting details.B.Center plant in pit and orient for the best visual effect. Set plants plumb and hold rigidly in position until soil has beentamped firmly around root ball.C.Mix soil amendments and fertilizers with existing soil in accordance with soil recommendations for plant type, basedupon soil test results as approved by Owner. Delay mixing of fertilizer if planting will not occur within a few days.D.Backfill pit with planting soil mix, consisting of 2/3 existing soil and 1/3 organic material, and fertilizer, until two-thirds full.Tamp and water each layer thoroughly to settle soil. After soil settles, fill pit with remaining planting soil mix, water andshape surface so that it slopes to drain from trunk and matches ground at edge of planting pit.E.Mulch within 48 hours after planting and after applying the pre-emergent herbicide, except ground cover areas (whichshall have organic material placed before planting) with a 2 inch layer of mulch immediately after planting. All bed linesshall be cut with a smooth consistent edge to a minimum depth of 3 inches. Keep mulch out of the crowns of shrubs andoff buildings, sidewalks, light standards, and other structures.F.All planting areas to conform to specified grades after full settlement has occurred and mulch has been applied. Providesaucers around tree pits as shown on planting details. Remove all tags, labels, strings, etc. from all plants.16.PERMANENT SEEDING OR SODDING FOR GRASS AREAS:A.Lawn Seed or Sod varieties shall be an improved variety turf-type tall fescue blend. The landscape contractor shallselect from varieties approved by the Maryland or Virginia Department of Agriculture.B.Refer to the Virginia Erosion and Sediment Control Handbook, for guidelines, specifications and installation techniquesof seed and sod.C.Maintenance shall begin immediately after each plant and lawn area is installed and shall continue until 90 days afterfinal acceptance of the last section.TYP. B&B SHRUB PLANTINGN.T.S.49"min.UNDISTURBED SOIL PEDESTALTHIN BRANCHES BY 1/3 RETAININGPROPER PLANT FORM.SET SHRUB ABOVE FINISHED GRADE 1/8DEPTH OF ROOT BALL2" SHREDDED HARDWOOD MULCHMAKE (3) - 1" CUTS IN SIDES OF THEROOTBALLPREPARED BACKFILL MIXTUREEVERGREEN TREE PLANTINGNTS2MIN.12"SET TREE ABOVE ORIGINAL GRADE 1/8DEPTH OF ROOT BALLSOIL SAUCER: USE PREPARED SOIL, 6" MIN.ROPES AT TOP OF BALL SHALL BECUT. REMOVE TOP 1/2 OF BURLAP.NON-BIODEGRADABLE MATERIALSHALL BE TOTALLY REMOVEDUNDISTURBED SOIL PEDESTALPREPARED BACKFILL MIX2" SHREDDED HARDWOOD MULCHPREPARED BACKFILL MIXTURE HARDWOOD STAKES (3)2" SHREDDED HARDWOOD MULCHUNDISTURBED SOIL PEDESTALSOIL SAUCER: USE PREPARED TOPSOIL, 6" MIN.ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP1/2 OF BURLAP. NON-BIODEGRADABLE MATERIALSHALL BE TOTALLY REMOVEDSET TREE ABOVE ORIGINAL GRADE 1/8 DEPTHOF ROOT BALLORNAMENTAL TREE PLANTINGNTS3FLAT WOVEN, GREEN POLYPROPYLENE TIE,900LB. BREAK STRENGTHNOTE:1. STAKING AND GUYING SHALL BE IMPLEMENTEDONLY AS NEEDED FOR SUPPORT AND STABILITY ASDETERMINED BY THE LANDSCAPE CONTRACTORBASED ON LANDSCAPE SPECIFICATION GUIDELINES.ALL STAKING AND GUYING SHALL BE REMOVEDWITHIN ONE YEAR OF THE TIME OF INSTALLATIONSTREET/ DECIDUOUS TREE PLANTINGNTS1FLAT WOVEN, GREEN POLYPROPYLENETIE, 900LB. BREAK STRENGTHSOIL SAUCER: USE PREPARED SOIL, 6" MIN.SET TREE ABOVE ORIGINAL GRADE 1/8 DEPTHOF ROOT BALLROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP1/2 OF BURLAP. NON-BIODEGRADABLE MATERIALSHALL BE TOTALLY REMOVEDPREPARED BACKFILL MIXUNDISTURBED SOIL PEDESTALHARDWOOD STAKES OR ANCHORS2" SHREDDED HARDWOOD MULCHNOTE:1. STAKING AND GUYING SHALL BE IMPLEMENTEDONLY AS NEEDED FOR SUPPORT AND STABILITY ASDETERMINED BY THE LANDSCAPE CONTRACTORBASED ON LANDSCAPE SPECIFICATION GUIDELINES.ALL STAKING AND GUYING SHALL BE REMOVEDWITHIN ONE YEAR OF THE TIME OF INSTALLATIONPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-26-LANDSCAPE.dwg [LANDSCAPE DETAILS] July 15, 2020 - 2:21pm awells LANDSCAPE DETAILS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA7883 RA1901DECEMBER, 2019N/AAS NOTED12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)NOTES:1.SHRUBS ON INDIVIDUAL LOTS WILL BE SELECTED FROM PLANT LIST ABOVE.SEE NOTESNOTE:No trees or shrubs shall be placed on Frederick Water Easements. 10' AQUATIC BENCH =657.810' SAFETY BENCH =659.504' AQUATIC BENCH =657.05%MAX5%MAX2%MAX2%MAX5%MAX2% MAX1011121314151665432117SWM PONDPROPOSED PONDOUTLET STRUCTURE- SEE SHEET 59APROPOSEDRIP-RAP (CLASS I)OUTLETPROTECTIONPROPOSEDRIP-RAP OUTLETPROTECTIONWETLANDCELLFOREBAYBUFFER LANDSCAPINGCANOPY TREESSHRUBSAQUATIC BENCH PLANTSLEGENDLic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIPLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-26-LANDSCAPE.dwg [POND LANDSCAPE] July 15, 2020 - 2:21pm awells POND LANDSCAPE PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA7983 RA1901DECEMBER, 2019N/AAS NOTED12/23/2019 03/19/2020 - - - - - - - -03/19/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)POND : LANDSCAPE PLANSCALE: 1"= 30'-0"10'30'120'60'15' 1234131RAVEN POINTE SECTION 5INVERLEE WAY130N/FSTEVEN D. SHUMAN, SR.KI N R O S S D R I V ESTREAM REACH A9101112131415168765432117181920212223242526272829303132339293949596989910710810911011111211311411511611711811997545 VPD545 VPD 96' DIA.96' DIA.PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-24-FIRE PAVE.dwg [FIRE PAVE] July 15, 2020 - 2:21pm awells FIRE LANE AND SIGNAGE PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA8083 RA1901DECEMBER, 2019N/A1" = 50'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VA. STATE GRID NAD 83 NORTHN INVERLEE WAY3637TAGGART DRIVEN/FCARPER FARMSOUTH, LLCN/FCARPER FARMSOUTH, LLCGLAIZE DEVELOPMENTS,INCORPORATEDCOMMUNITY CENTERAREA (DESIGN PROVIDEDUNDER SEPARATE COVER)7880100910111287654262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970727374777981828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697545 VPD8 2 3 V P D PROPOSED 8' TRAIL24'24'24'24'24'24'30'54' R.O.W.54' R.O.W.54' R.O.W.PROP. WALL545 VPD 450 VPD450 VPD392 VPD 392 VPDRECREATION AREA- TOT LOTRECREATIONAREAW/M &LATERAL(TYP)W/M &LATERAL(TYP)W/M &LATERAL(TYP)W/M &LATERAL(TYP)PROP. WALLR30'54' R.O.W.R30'R30'R30'24'R 3 0 'R30'R 3 0 'R30'R48'R41'R30'R 3 0 'R30'R30'R48'R41'R41'R48'R35'PROP.R.O.W.EASEMENTPROP.R.O.W.EASEMENTW/M &LATERAL(TYP)PROP. STREETLIGHT (TYP.)W/M & LATERAL(SERVICE TO BE IN4" PVC SLEEVE FROMMAIN TO METERPROP. ADARAMPPROP. ADARAMP96' DIA.96' D IA . 96' DIA.PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-24-FIRE PAVE.dwg [FIRE PAVE(2)] July 15, 2020 - 2:22pm awells FIRE LANE AND SIGNAGE PLAN SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA8183 RA1901DECEMBER, 2019N/A1"=50'12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE255010050VA. STATE GRID NAD 83 NORTHN 1212812734131INVERLEE WAY129130INVERLEE WAY36353433323130292827262537TAGGART DRIVE2423KINROSS DRIVE MILLWOOD PIKE575859 K I L LAN EY COU R T SUMMERFIELD DRIVEINVERLEE WAYSTREAM REACH A788010091011121314151687654321171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970727374777981828384858788899091929394959698991011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421437671758697545 VPD8 2 3 V P D PROPOSED 8' TRAILSWM POND545 VPD545 VPD 450 VPD450 VPD392 VPD 392 VPDRECREATION AREA- TOT LOTRECREATIONAREAWETLANDCELLFOREBAY15' REAR SETBACK5' SIDE SETBACK5' SIDE SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' R E A R S E T B A C K 25 ' F R O N T S E T B A C K 25' FRONT SETBACK5' SIDE SETBACK 5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 15' REAR SETBACK5' SIDE SETBACK 5' SIDE SETBACK 25' FRONT SETBACK25' FRONT SETBACK25' FRONT SETBACK15' REAR SETBACK5' SIDE SETBACK25' FRONT SETBACK25' FRONT SETBACK5' SIDE SETBACK15' REAR SETBACK25' FRONT SETBACK5' SIDE SETBACK5' SIDE SETBACK15' REAR SETBACKWATERLINE "A" 8" CL 52 DIP WATERLINE "A"8" CL 52 DIPWATERLINE "A"8" CL 52 DIPWATERLINE "A"8" CL 52 DIPWATERLINE "A"8" CL 52 DIPWATERLINE "B"8" CL 52 DIP WATERLINE "B" 8" CL 52 DIPWATERLINE "C" 8" CL 52 DIPWATERLINE "C" 8" CL 52 DIPWATERLINE "C" - 8" CL 52 DIPWATERLINE "C"8" CL 52 DIPWATERLINE "D"8" CL 52 DIPWATERLINE "D"8" CL 52 DIPWATERLINE "E"1011121314 15 1617181920212223242526272810 11 12 13 14 15 16 17 18 19 20 21 22 2310111213 14151617181920212223241011121314151617101112242526WATERLINE "B" 8" CL 52 DIPR=400'PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comJ2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-24-FIRE PAVE - COVERAGE AREAS.dwg [HYDRANT COVERAGE MAP] July 15, 2020 - 2:22pm awells HYDRANT COVERAGE MAP SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA8283 RA1901DECEMBER, 2019N/A1"=100'12/23/2019 03/19/2020 04/30/2020 - - - - - - -04/30/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINIFEET1 INCH =( IN FEET )0GRAPHIC SCALE50100200100VA. STATE GRID NAD 83 NORTHN PROP. POE DR IVE (PUBLIC ) 54 ' R .O .W .PROPOSED SPEED = 25 MPH PROP. STREETLIGHT (TYP.)106 545 VPDPROP. STREET LIGHT (TYP.) PROP. STREETLIGHT (TYP.)392 VPDPROP. STREET LIGHT (TYP.) PROP. STREET LIGHT (TYP.)PROP. EDGAR LANE(PUBLIC) 54' R.O.W.PROPOSED SPEED = 25 MPHPROP. ADA RAMP PROP. ADA RAMP PROP. TRAIL REALIGNMENT PROP. TRAIL REALIGNMENT 823 VPD PROP. ADA RAMP PROP. ADA RAMP DESCRIPTION PLAN#DATE:CONTOUR INT.=SCALE:SHEETREVISIONS PLAN DATE OFJ2 Engineers, Inc.www.j2engineers.comDATENo. J2 Engineers - X:\DRAWINGS\ACTIVE\raven oaks\site plan\RA1901-29-LIGHTING.dwg [LIGHTING PLAN & DETAILS] July 15, 2020 - 2:22pm awells LIGHTING PLAN & DETAILS SUBDIVISION PLAN RAVEN OAKS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA8383 RA1901DECEMBER, 2019N/AN/A12/23/2019 03/19/2020 04/30/2020 07/16/2020 - - - - - -07/16/204080 Lafayette Center DriveSuite 330Chantilly, Va. 20151703.361.1550 (office)703.956.6845 (fax)Lic. No. 037041ROBERT W. BROWNGVOC PSSIOFERENNALAOM M O NWEOFLTHAR I N EE IRGINISTREET LIGHT AT INTERSECTION OF POEDRIVE & EDGAR LANESTREET LIGHT AT INTERSECTION OF POEDRIVE & RAVEN OAKS DRIVESTREET LIGHT AT INTERSECTION OFLENORE LANE & RAVEN OAKS DRIVESTREET LIGHT AT INTERSECTION OF POEDRIVE & NEVERMORE DRIVESTREET LIGHT AT INTERSECTION OFLENORE LANE & NEVERMORE DRIVEVA. STATE GRID NORTHN VA. STATE GRID NORTH NVA. STATE GRID NORTH NVA. STATE GRID NORTHN VA. STATE GRID NORTH NFEET1 INCH =( IN FEET )0GRAPHIC SCALE10204020STREET LIGHT AT INTERSECTION OFEDGAR LANE & INVERLEE WAYVA. STATE GRID NORTH NSTREET LIGHT AT INTERSECTION OFRAVEN OAKS DRIVE & INVERLEE WAY