HomeMy WebLinkAbout15-25 Site Plan1COVER SHEET
AS SHOWNSTEPHENSON VILLAGE IISTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASP# 15-25Gas:Shenandoah Gas Co.P.O. Box 2400Winchester, VA 22604(540) 869-1111Phone:VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Water/Sewer: Frederick WaterP.O. Box 1877Winchester, VA. 22604(540) 868-1061Power:Shenandoah Valley Electric Coop3463 Valley PikeWinchester, VA 22602(540) 450-2051UTILITY NOTICE REQUIREDContractors shall notify all public utility operators who maintain underground utility lines in thearea of proposed excavating or blasting at least two (2) working days, but not more than ten (10)working days, prior to commencement of excavation or demolition. Names and telephonenumbers of the operators of underground utility lines appear below. These numbers shall also beused to serve in an emergency condition.CALL "MISS UTILITY"VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURSPRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITYOPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OFPROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THEUTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR ISRESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODEAND REGULATIONS.VICINITY MAPSCALE: 1" 1000
OWNERHIATT POINTE COMMUNITY ASSOCIATION3201 JERMANTOWN ROAD SUITE 150FAIRFAX, VA 22030571-581-4791STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BPlan RevisionsRev No Rev DateComment0111/03/2023Frederick Water and Planning Comments0212/01/2023Frederick Water Comments12/12/2023Plan Approved0312/16/2024Update per Architectural Changes and Revised Storm Sewer0403/11/2025Planning Comments151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WV
STEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER ACTIVE ADULT REC CENTERMINOR SITE PLAN REVISIONSheet List TableSheetNumberSheet TitleRevsionNoRevison Date1Cover Sheet04 03/11/20252General Notes and Legend03 12/16/20243Project Information and Tabulations03 12/16/20244Existing Topography03 12/16/20245Boundary Information - ROW0312/16/20246E&S Phase I03 12/16/20247E&S Phase II03 12/16/20248E&S Narrative03 12/16/20249E&S Details 10E&S Details 11Water Quality Map03 12/16/202412Water Quality Map0312/16/202413Water Quality Computations03 12/16/202414Water Quality Computations03 12/16/202415Water Quality Details0312/16/202416Stormwater Management Plan03 12/16/202417Stormwater Management Plan0312/16/202418Geometry Plan04 03/11/202519Utility Plan03 12/16/202420Grading Plan0312/16/202421Landscape Plan03 12/16/202422Storm Sewer Profiles & Computations0312/16/202423Sanitary Sewer, Waterline, and Stopping Sight Distance Profiles03 12/16/202424Site Details 25VDOT Details 26VDOT Details03 12/16/202427Frederick Water Details0312/16/202428Life Safety Plan 29Proffer Compliance Sheet 30Photometric Plan03 12/16/202431Striping and Pavement Plan04 03/11/2025DATEAPPROVAL=ONING ADMINISTRATOR
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVALDEVELOPERSNOWDEN BRIDGE HOLDINGS LLC3201 JERMANTOWN ROAD SUITE 150FAIRFAX, VA 22030571-581-479103/28/2025
N/A2GENERAL NOTES AND LEGENDReY. NR. DDWe012/16/2024STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/202TTC/JMMSP#15-2512760B151 WLQG\ HLOO LDQe
WLQFKesWer, VLrJLQLD 22602
TeOeSKRQe: (540) 662-4185
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FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIA
OFFICES IN: ASHBURN, VA WINCHESTER, VA MARTINSBURG, WVSP NUMBER: #15-25LEGENDPROPOSED SAN. LAT. CLEANOUTPROPOSED CENTERLINEEXISTING SPOT ELEVATIONSTORM DRAIN STRUCTURE IDENTIFIERSANITARY MANHOLE IDENTIFIERPROPOSED SPOT ELEVATIONEXISTING CURB AND GUTTERPROPOSED EDGE OF PAVEMENTEXISTING EDGE OF PAVEMENTPROPOSED STORM SEWER WITH INLETEXISTING STORM SEWER WITH INLETPROPOSED TELEPHONE LINEEXISTING TELEPHONE LINETRANSITION TO REVERSE CURBPROPOSED CURB AND GUTTERPROPOSED ELECTRIC SERVICEEXISTING ELECTRIC SERVICEPROPOSED SANITARY SEWER WITH MANHOLEEXISTING SANITARY SEWER WITH MANHOLEPROPOSED GAS LINEEXISTING GAS LINEFENCELINEFLOW LINE PROPOSED WATERLINE W/ TEEPROPERTY LINEEXISTING TELEPHONE PEDESTALEXISTING WATERLINE W/ TEEEXISTING UTILITY POLE/GUIDE WIRESIGNSPROPOSED REDUCEREXISTING FIRE HYDRANT/VALVE/METERINDICATES THE NUMBER OF TYP. PARKING SPACESPARKING INDICATORHANDICAP PARKINGPROPOSED BUILDING ENTRANCEVEHICLES PER DAY COUNTPROPOSED FIRE HYDRANT/VALVE/METERLIGHT POLEEXISTING TREE LINEEXISTING EASEMENTPROPOSED EASEMENT EXISTING CENTERLINEEXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOURPROPOSED CONTOURPROJECT INFORMATIONSTEPHENSON VILLAGE II
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3PROJECT INFORMATION AND TABULATIONS
STEPHENSON VILLAGE II
ACTIVE ADULT REC CENTERN/ASTONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM2760BSP#15-2531151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25Rev. No. Date0312/16/2024AMENITYRECREATIONALCREDITSACTIVE ADULT RECREATION CENTER1 - RECREATION CENTER71TABLE #6STEPHENSON VILLAGE IIRECREATIONAL UNIT TABULATIONVALUE PER CREDIT TOTAL VALUE$2,485,000$35,000TABLE #5RECREATIONAL UNIT TABULATIONLand BayResidential Dwelling UnitsRecreational UnitsRequiredRecreational UnitsProvided with this Plan74024.771Land Bay IVTOTAL REQUIRED PER SEC. 165-402.08: (# Dwelling Units/30) = XX.X RECREATIONAL UNITS03/28/2025
EX140EX141EX142EX139EX138EX137EX136EX135EX134EX133EX132EX131EX130EX129X X X X X XXXXXXXXSSSSS S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSARVWMSSSSSSSSSSS S SSS
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3SNOWDEN BRIDGE BLVDSHOWN BASED ON AAPPROVEDDESIGN PLAN REV 03/25/2024SECTION AA-1 SHOWN BASEDON AN APPROVED DESIGNPLAN REV. DATED 03/14/2024SECTION AA-
1
SECTION AA-
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SECTION AA-2
SECTION AA-3 FUTURE SECTION AA-2EX139EX138EX137EX136EX135EX134EX133EX132EX131EX130EX129EX128EX127EX126EX125EX124EX123EX122151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-251 100'4EXISTING TOPOGRAPHYRev. No. Date0312/16/2024STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTERSURVEY AND TOPOGRAPHIC INFORMATION2. Aerial, hori]ontal and vertical control sXrveys wereDated:3. Aerial topographic mapping perIormed Ey:1. BoXndary sXrvey was perIormed Ey:perIormed Ey:DateDated:Greenway EngineeringDecemEer 22, 20212022Greenway EngineeringGreenway EngineeringJanXary 2022SCALE: 1 100'100 0100 20003/28/2025
GRANITE RIDGE DRIVEGRANITE RIDGE DRIVESNOWDEN BRIDGE BOULEVARD280.73'
N 37°21'5
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19
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180.65'N 14°06'08" EN 66°19'23" W74.50'S 24°14'57" W131.73'S 54°48'19" E161.96'S 42°56'30" W7.66'C2C3
C4C5
C6C735' BRL35' BRL35' BRL35' BRL35' BRL35' BRL15' BRL
15' BRL
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)10.0'221.3' (BUILDING FRONT)N 72°50'02" W97.24'N 54°01'36" W75.36'C1PROP.POOLMECH.BLDGPROP.POOLPROP.PATIOSHUFFLEBOARDCOURTSPICKLE BALLCOURTSPROP. COVERED PORCHPROP.HOT TUBPROP.CANOPYPROP. RECCENTER BLDG100
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)280.5' (BUILDING SIDE)245.0' (BUILDING SIDE)234.3' (PARKING SIDE)10.0
'
(S
IGNFRONT)PROP.MONUMENTSIGN473.5' (SIGN SIDE)15.3' (SIGN FRONT)SNOWDEN BRIDGE BLVDSHOWN BASED ON AAPPROVEDDESIGN PLAN REV 03/25/2024SECTION AA-1 SHOWNBASED ON AN APPROVEDDESIGN PLAN REV.DATED 03/14/2024PROPSTORAGECURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT DEGREE OF CURVEC1 7051.00' 249.84'249.82'N 73°19'23" W2°01'48"124.93' 0°48'45"C2 1051.00' 109.78'109.73'N 69°18'56" W5°59'05"54.94' 5°27'06"C3 28.50' 44.48'40.10'S 68°57'47" W89°25'40"28.22' 201°02'16"C4 41.50' 13.54'13.48'S 33°35'44" W18°41'34"6.83'138°03'44"C5 28.50' 11.33'11.25'S 31°33'23" W22°46'15"5.74'201°02'16"C6 365.00' 334.04'322.51'S 06°02'50" E52°26'11"179.75' 15°41'51"C7 423.00' 167.46'166.37'S 43°36'26" E22°41'00"84.84' 13°32'42"ACTIVE ADULT REC CENTER LOT BOUNDARY CURVE DATA151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-251" 40'5BOUNDARY INFORMATION - ROWRev. No. Date0312/16/2024STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER804002040SCALE: 1" 40'LEGENDPUBLIC R/WPRIVATE R/WNOTES:1. THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARY STREET ACCEPTANCE REQUIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIADEPARTMENT OF TRANSPORTATION OR FREDERICK COUNTY. THIS ROAD ISNOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2. REC CENTER LOT IS PART OF SECTION AA-1 OPEN SPACE.03/28/2025
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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SSSSSSSSSSSSSSSSSSSSSWMWMWMWMWMSSWMARV6363666
64SSFSSFSSFSSFOPSAFSAFSAFSAFSAFSAFLCGLCGLCGLCGLCGLCGLCG246CEIPIPIP245IPIPIPIPIPIPIPIP2447171A83A838412312413012190121A130AC10OPIPIPIPIPIPIP247123249SB#2SAFTSTSTSTSPSPSPSILCILCTSTSPSB/MIPIP8182IPIP125A125124ACIPIP131IPRUNOFF REDUCTIONCOMPLIANCE FOREST/ OPENSPACE (SEE NOTE 2)TO EX #244DA=0.19 AC.C=0.65TO EX #245DA=0.17 AC.C=0.81TO EX #246DA=0.11 AC.C=0.57TO EX #247DA=0.24 AC.C=0.62TO EX #248DA=0.16 AC.C=0.69TO EX #82DA=0.17 AC.C=0.79TO EX #42ADA=0.32 AC.TO EX #83DA=0.29 AC.C=0.73TO EX #84DA=0.17 AC.C=0.42TO EX #83ADA=0.16 AC.C=0.73TO EX #71DA=0.10 AC.C=0.68TO EX #71ADA=0.19 AC.C=0.70TO STR #124DA=0.14 AC.C=0.67TO STR #123DA=0.15 AC.C=0.68TO EX #130DA=0.08 AC.C=0.66TO STR #121ADA=0.21 AC.C=0.70TO EX #130ADA=0.31 AC.C=0.71TO EX #85DA=0.10 AC.C=0.54AREA TO SB #2DA= 17.40 AC.(SEE NOTE #3)RUNOFF REDUCTIONCOMPLIANCE FOREST/ OPENSPACE (SEE NOTE 2)8.0'8.0'CL A1 OUTLET PROTECTION.NO RIP-RAP ALLOWED TOIMPACT STREAM OR FLOODPLAIN. DO NOT GO BEYONDTOP OF BANK. VERIFYSTREAM LOCATION WITHWETLAND CONSULTANTDESIGN HIGH WATER**(25YR STORM) = 635.90DRY STORAGE634.85SEDIMENT CLEAN OUT LEVEL631.77" ORIFICEWET STORAGE633.0SNOWDEN BRIDGE BLVDSHOWN BASED ONAAPPROVED DESIGN PLANREV 03/25/2024SECTION AA-1 SHOWNBASED ON AN APPROVEDDESIGN PLAN REV. DATED03/14/2024TO STR #81DA=0.10 AC.C=0.77TO STR #125ADA=0.50 AC.C=0.43TO STR #124ADA=0.84 AC.C=0.54TO STR #131DA=0.18 AC.C=0.76TO EX #121DA=0.03 AC.C=0.77TO EX #122DA=0.10 AC.C=0.78OP70122EMERGENCYSPILLWAYELEVATION 635.85WIDTH 40'SC 250 LINING BYNA GREEN ORAPPROVEDEQUIVALENT151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-256E&S PHASE IRev. No. Date0312/16/2024STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER1" = 30'CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER603001530SCALE: 1" = 30'NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTEDWITH SOIL STABILIZATION BLANKETS (EC-2).2. THE RUNOFF REDUCTION COMPLIANCEFOREST/OPEN SPACE AREA IS NOT TO BEDISTURBED DURING CONSTRUCTION AND SHOULDBE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.3. SEDIMENT BASIN #2 (SB#2) WAS DESIGNED AS PARTOF SECTION AA-1, WHICH IS CURRENTLY UNDERCONSTRUCTION. SB#2 IS TO REMAIN AS AFUNCTIONING SEDIMENT BASIN UNTIL THECOMPLETION OF THE ACTIVE ADULT REC CENTERPROPOSED WITH THIS PLAN. UPON STABILIZATION OFTHE SITE SB#2 CAN BE COVERTED TO A PERMANENTSWM POND. SEE THE APPROVED SECTION AA-1 PLANSET FOR SEDIMENT BASIN DETAILS AND PERMANENTPOND DETAILS.4. ALL E&S CONTROLS SHOWN ON THE APPROVEDSECTION AA-1 PLAN SHALL REMAIN IN PLACE UNTILTHEIR RESPECTIVE DRAINAGE AREAS ARESTABILIZED. EXISTING SECTION AA-1 E&S CONTROLSARE SHOWN GRAY.TEMPORARY GRAVELCONSTRUCTION ENTRANCESUPER SILT FENCEROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.203.053.183.02LCGOPSSFSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGTEMPORARYDIVERSION DIKE3.09DDCRITICAL SLOPE - EXISTING UNDERGROUND UTILITIESIN THE AREA (SANITARY AND GAS). CONTRACTOR TOTEST PIT AND COORDINATE ANY RELOCATION NEEDSWITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.INITIALLIMITS OF CLEARING & GRADINGILCFOR PHASE I EROSION AND SEDIMENT CONTROL ONLY ЀЀ03/28/2025
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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64122122A122B122C122D280281282283RD1RD2RD3RD4RD5RD6RD7RD8RD9MONUMENTSIGN3 RAILPADDOCKFENCEFF ELEV.= 644.07FF ELEV.= 644.84FF ELEV.= 645.15POOL COPINGELEV. = 643.87SPA COPINGELEV. = 644.51642648642640642644646648650648646650 646648
644644
644644
644642
640
644644646646646648
646642642642642642644 648644642640640 640640640640
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64
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64
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SEE ARCHITECTURALPLANS FOR DETAILEDPOOL/PATIO GRADINGAND DRAIN LOCATIONS(ALL DRAINS TODAYLIGHT INTOEXISTING POND)64464464
4
64
4 IPIPIPIPIPIPIPCESSFSSFSSFSSFOPSAFSAFSAFSAFSAFSAFLCGLCGLCGLCGLCGLCGLCGIPIPIPIPIPIPIPIPOPIPIPIPIPIPIPSB#2SAFIPOP2462452447171A838494B12413012190121A130AC1024712324981125A125124A70IP82IPIPIP83A125ACIPIPIP124AIP131122IPTO EX #245DA=0.27 AC.C=0.81TO EX #125DA=0.16 AC.C=0.59TO EX #71ADA=0.08 AC.C=0.70TO STR #281DA= 0.37 AC.C= 0.73TO STR #282DA= 0.29 AC.C= 0.71TO STR #283DA= 0.07 AC.C= 0.30TO STR #122BDA= 0.35 AC.C= 0.76TO STR #122ADA=0.25 AC.C= 0.77TO STR #122DA= 0.17 AC.C= 0.30TO STR #122DDA= 0.26 AC.C= 0.55TO ROOFDRAINDA= 0.04 AC.C= 0.90TO STR #122CDA= 0.12 AC.C= 0.79TO ROOFDRAINDA= 0.03 AC.C= 0.90RUNOFF REDUCTIONCOMPLIANCE FOREST/ OPENSPACE (SEE NOTE 2)TO EX #244DA=0.19 AC.C=0.65TO EX #124DA=0.41 AC.C=0.70TO EX #123DA=0.16 AC.C=0.75TO EX #71DA=0.10 AC.C=0.68TO EX #94ADA=0.19 AC.C=0.51TO STR #94BDA=0.15 AC.C=0.68TO EX #121ADA=0.21 AC.C=0.70TO EX #130ADA=0.31 AC.C=0.71TO EX #42CDA=1.07 AC.C=0.53RUNOFF REDUCTIONCOMPLIANCE FOREST/ OPENSPACE (SEE NOTE 2)CL A1 OUTLET PROTECTION.NO RIP-RAP ALLOWED TOIMPACT STREAM OR FLOODPLAIN. DO NOT GO BEYONDTOP OF BANK. VERIFYSTREAM LOCATION WITHWETLAND CONSULTANTSNOWDEN BRIDGE BLVDSHOWN BASED ONAAPPROVED DESIGN PLANREV 03/25/2024SECTION AA-1 SHOWNBASED ON AN APPROVEDDESIGN PLAN REV. DATED03/14/2024TO EX #82DA=0.17 AC.C=0.79TO EX #81DA=0.10 AC.C=0.77TO EX #83DA=0.29 AC.C=0.73TO EX #84DA=0.17 AC.C=0.42TO EX #83ADA=0.16 AC.C=0.73TO EX #125ADA=0.50 AC.C=0.43TO EX #124ADA=0.84 AC.C=0.54TO EX #131DA=0.18 AC.C=0.76TO EX #130DA=0.08 AC.C=0.66TO EX #121DA=0.03 AC.C=0.77TO EX #122DA=0.10 AC.C=0.78151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-257E&S PHASE IIRev. No. Date0312/16/2024STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER1 = 30
CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER603001530SCALE: 1 = 30
TEMPORARY GRAVELCONSTRUCTION ENTRANCESUPER SILT FENCEROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.203.053.183.02LCGOPSSFSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGTEMPORARYDIVERSION DIKE3.09DDCRITICAL SLOPE - EXISTING UNDERGROUND UTILITIESIN THE AREA (SANITARY AND GAS). CONTRACTOR TOTEST PIT AND COORDINATE ANY RELOCATION NEEDSWITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTEDWITH SOIL STABILIZATION BLANKETS (EC-2).2. THE RUNOFF REDUCTION COMPLIANCEFOREST/OPEN SPACE AREA IS NOT TO BEDISTURBED DURING CONSTRUCTION AND SHOULDBE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.3. SEDIMENT BASIN #2 (SB#2) WAS DESIGNED AS PARTOF SECTION AA-1, WHICH IS CURRENTLY UNDERCONSTRUCTION. SB#2 IS TO REMAIN AS AFUNCTIONING SEDIMENT BASIN UNTIL THECOMPLETION OF THE ACTIVE ADULT REC CENTERPROPOSED WITH THIS PLAN. UPON STABILIZATION OFTHE SITE SB#2 CAN BE COVERTED TO A PERMANENTSWM POND. SEE THE APPROVED SECTION AA-1 PLANSET FOR SEDIMENT BASIN DETAILS AND PERMANENTPOND DETAILS.4. ALL E&S CONTROLS SHOWN ON THE APPROVEDSECTION AA-1 PLAN SHALL REMAIN IN PLACE UNTILTHEIR RESPECTIVE DRAINAGE AREAS ARESTABILIZED. EXISTING SECTION AA-1 E&S CONTROLSARE SHOWN GRAY.FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY ЀЀ03/28/2025
8E&S NARRATIVE
AS SHOWNSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760B151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N GI NE E R IN GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25Rev. No. Date0312/16/2024MINIMUM CONSTRUCTION STANDARDSAn erosion and sediment control program adopted with this plan must be consistent withthe VSECH for 9VAC25-840-40 minimum standards:1. Permanent or temporary soil stabilization shall be applied to denuded areas withinseven days after final grade is reached on any portion of the site. Temporary soilstabilization shall be applied within seven days to denuded areas that may not be atfinal grade but will remain dormant for longer than 14 days. Permanent stabilizationshall be applied to areas that are to be left dormant for more than one year.2. During construction of the project, soil stock piles and borrow areas shall be stabilizedor protected with sediment trapping measures. The applicant is responsible for thetemporary protection and permanent stabilization of all soil stockpiles on site as wellas borrow areas and soil intentionally transported from the project site.3. A permanent vegetative cover shall be established on denuded areas not otherwisepermanently stabilized. Permanent vegetation shall not be considered establisheduntil a ground cover is achieved that is uniform, mature enough to survive and willinhibit erosion.4. Sediment basins and traps, perimeter dikes, sediment barriers and other measuresintended to trap sediment shall be constructed as a first step in any land-disturbingactivity and shall be made functional before upslope land disturbance takes place.5. Stabilization measures shall be applied to earthen structures such as dams, dikesand diversions immediately after installation.6. Sediment traps and sediment basins shall be designed and constructed based uponthe 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 acreof drainage area and the trap shall only control drainage areas less than three acres.b. Surface runoff from disturbed areas that is comprised of flow from drainage areasgreater than or equal to three acres shall be controlled by a sediment basin. Theminimum storage capacity of a sediment basin shall be 134 cubic yards per acre ofdrainage area. The outfall system shall, at a minimum, maintain the structural integrityof the basin during a 100-year storm of 24-hour duration. Runoff coefficients used inrunoff calculations shall correspond to a bare earth condition or those conditionsexpected to exist while the sediment basin is utilized.7. Cut and fill slopes shall be designed and constructed in a manner that will minimizeerosion. Slopes that are found to be eroding excessively within one year ofpermanent stabilization shall be provided with additional slope stabilizing measuresuntil the problem is corrected.8. Concentrated runoff shall not flow down cut or fill slopes unless contained within anadequate temporary or permanent channel, flume or slope drain structure.9. Whenever water seeps from a slope face, adequate drainage or other protection shallbe provided.10. All storm sewer inlets that are made operable during construction shall be protectedso that sediment-laden water cannot enter the conveyance system without first beingfiltered or otherwise treated to remove sediment.11. Before newly constructed stormwater conveyance channels or pipes are madeoperational, adequate outlet protection and any required temporary or permanentchannel lining shall be installed in both the conveyance channel and receivingchannel.12. When work in a live watercourse is performed, precautions shall be taken to minimizeencroachment, control sediment transport and stabilize the work area to the greatestextent possible during construction. Nonerodible material shall be used for theconstruction of causeways and cofferdams. Earthen fill may be used for thesestructures if armored by nonerodible cover materials.13. When a live watercourse must be crossed by construction vehicles more than twice inany six-month period, a temporary vehicular stream crossing constructed ofnonerodible material shall be provided.14. All applicable federal, state and local requirements pertaining to working in orcrossing live watercourses shall be met.15. The bed and banks of a watercourse shall be stabilized immediately after work in thewatercourse is completed.16. Underground utility lines shall be installed in accordance with the following standardsin 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 approvedsediment trapping device, or both, and discharged in a manner that does notadversely affect flowing streams or off-site property.d. Material used for backfilling trenches shall be properly compacted in order tominimize erosion and promote stabilization.e. Restabilization shall be accomplished in accordance with this chapter.f. Applicable safety requirements shall be complied with.17. Where construction vehicle access routes intersect paved or public roads, provisionsshall be made to minimize the transport of sediment by vehicular tracking onto thepaved surface. Where sediment is transported onto a paved or public road surface,the road surface shall be cleaned thoroughly at the end of each day. Sediment shallbe removed from the roads by shoveling or sweeping and transported to a sedimentcontrol disposal area. Street washing shall be allowed only after sediment is removedin this manner. This provision shall apply to individual development lots as well as tolarger land-disturbing activities.18. All temporary erosion and sediment control measures shall be removed within 30days after final site stabilization or after the temporary measures are no longerneeded, unless otherwise authorized by the VESCP authority. Trapped sediment andthe disturbed soil areas resulting from the disposition of temporary measures shall bepermanently stabilized to prevent further erosion and sedimentation.19. Properties and waterways downstream from development sites shall be protectedfrom sediment deposition, erosion and damage due to increases in volume, velocityand peak flow rate of stormwater runoff for the stated frequency storm of 24-hourduration in accordance with the following standards and criteria. Stream restorationand relocation projects that incorporate natural channel design concepts are notman-made channels and shall be exempt from any flow rate capacity and velocityrequirements for natural or man-made channels:a. Concentrated stormwater runoff leaving a development site shall be dischargeddirectly into an adequate natural or man-made receiving channel, pipe or storm sewersystem. For those sites where runoff is discharged into a pipe or pipe system,downstream stability analyses at the outfall of the pipe or pipe system shall beperformed.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 analysiswithin the channel is one hundred times greater than the contributing drainagearea of the project in question; or(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify thatstormwater will not overtop channel banks nor cause erosion of channel bed orbanks.(b) All previously constructed man-made channels shall be analyzed by the use ofa 10-year storm to verify that stormwater will not overtop its banks and by theuse of a two-year storm to demonstrate that stormwater will not cause erosionof channel bed or banks; and(c) Pipes and storm sewer systems shall be analyzed by the use of a 10-yearstorm to verify that stormwater will be contained within the pipe or system.c. If existing natural receiving channels or previously constructed man-made channelsor pipes are not adequate, the applicant shall:(1) Improve the channels to a condition where a 10-year storm will not overtop thebanks and a two-year storm will not cause erosion to the channel, the bed, or thebanks; or(2) Improve the pipe or pipe system to a condition where the 10-year storm iscontained within the appurtenances;(3) Develop a site design that will not cause the pre-development peak runoff ratefrom a two-year storm to increase when runoff outfalls into a natural channel or willnot cause the pre-development peak runoff rate from a 10-year storm to increasewhen runoff outfalls into a man-made channel; or(4) Provide a combination of channel improvement, stormwater detention or othermeasures which is satisfactory to the VESCP authority to prevent downstreamerosion.d. The applicant shall provide evidence of permission to make the improvements.e. All hydrologic analyses shall be based on the existing watershed characteristics andthe ultimate development condition of the subject project.f. If the applicant chooses an option that includes stormwater detention, he shall obtainapproval from the VESCP of a plan for maintenance of the detention facilities. Theplan shall set forth the maintenance requirements of the facility and the personresponsible for performing the maintenance.g. Outfall from a detention facility shall be discharged to a receiving channel, andenergy dissipators shall be placed at the outfall of all detention facilities as necessaryto 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 onadjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipesystem, or to a detention facility.j. In applying these stormwater management criteria, individual lots or parcels in aresidential, commercial or industrial development shall not be considered to beseparate development projects. Instead, the development, as a whole, shall beconsidered to be a single development project. Hydrologic parameters that reflect theultimate development condition shall be used in all engineering calculations.k. All measures used to protect properties and waterways shall be employed in amanner which minimizes impacts on the physical, chemical and biological integrity ofrivers, streams and other waters of the state.l. Any plan approved prior to July 1, 2014, that provides for stormwater managementthat addresses any flow rate capacity and velocity requirements for natural orman-made channels shall satisfy the flow rate capacity and velocity requirements fornatural or man-made channels if the practices are designed to (i) detain the waterquality volume and to release it over 48 hours; (ii) detain and release over a 24-hourperiod the expected rainfall resulting from the one year, 24-hour storm; and (iii)reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hourstorms to a level that is less than or equal to the peak flow rate from the siteassuming it was in a good forested condition, achieved through multiplication of theforested peak flow rate by a reduction factor that is equal to the runoff volume fromthe site when it was in a good forested condition divided by the runoff volume fromthe site in its proposed condition, and shall be exempt from any flow rate capacity andvelocity requirements for natural or man-made channels as defined in any regulationspromulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.m.For plans approved on and after July 1, 2014, the flow rate capacity and velocityrequirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied bycompliance with water quantity requirements in the Stormwater Management Act (§62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless suchland-disturbing activities are in accordance with 9VAC25-870-48 of the VirginiaStormwater Management Program (VSMP) Regulation or are exempt pursuant tosubdivision C 7 of § 62.1-44.15:34 of the Act.n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 ofthe Virginia Stormwater Management Program (VSMP) Regulation shall be deemedto satisfy the requirements of this subdivision 19.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) daysafter final grade is reached on any portion of the site. Temporary soil stabilization shall be appliedwithin seven (7) days to denuded areas that may not be at final grade but will remain dormant forlonger than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are tobe left dormant for more than one year.Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/ortemporary vegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seededand mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediatelyafter constructionErosion control mats shall be installed over steep (3:1) cut and fills slope which have been broughtto final grade and seeded to protect from rill and gully erosion.Management Strategies:Construction shall be sequenced such that grading operations will begin and end as quickly aspossible.The site superintendent shall be responsible for the installation and maintenance of all erosion andsediment control measures. Maintenance of these measures throughout the project is critical to theeffectiveness of the program.After areas above controls have been stabilized, the controls shall be cleaned up and removed.Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted,seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open atany one time.All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.Drainage swales shall be stabilized with check dams until vegetation has been well established, atwhich time the check dams shall be removed.Devices listed above are considered minimum erosion and sediment controls. Additional controlmeasures may be necessary due to contractor phasing or other unforeseen conditions. It is thecontractor's responsibility to provide additional measures to those shown, as needed, in order tocontrol erosion and contain sediment on site. All measures shall be installed according to thestandards and specifications in the Virginia Erosion and Sediment Control Handbook.Stormwater Management:Increased runoff from this development will be controlled by the Project's Stormwater ManagementFacilities.Maintenance Program:Inspections shall be conducted at a frequency of at least one every (4) business days or at leastonce every (5) business days and no later than 24 hours following a measurable storm event. In theevent that a measurable storm event occurs when there are more than 24 hours between businessdays, the inspection shall be conducted on the next business day. A measurable storm event isdefined as 0.25 inches of rainfall over a 24-hour time period in accordance with 9VAC25-880-1.Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall bechecked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilizedand re-seeded as needed until grass is established.Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of byspreading on site.Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged bysediment, it shall be removed and cleaned or replaced immediately.The contractor is responsible for keeping existing public roads in a clean, dust and mud free,condition at all times.Erosion and sediment control program:Phase I1. Hold pre-construction meeting on site with inspector.2. Install construction entrance.3. Clearing and grubbing for placement of sediment control devices only.4. Obtain inspector's approval prior to beginning grading operations.5. Clear and grub main area of site protected by installed E&S controls.Phase II6. Rough grade remainder of site.7. Install drainage devices with sediment control.8. Final grading.9. Restoration and stabilization of disturbed areas.10. Remove erosion and sediment control measures with the approval of the inspector. ALL areasto be stabilized 100% prior to installation of water quality BMPs.Note: The Frederick County Public Works and Engineering Department retain the right to addand/or modify these erosion and sediment control measures during the construction process,within reason, to ensure adequate protection to the public and the environment.Seeding schedule (soil stabilization):1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.2. Spread topsoil at a minimum depth of four (4) inches.3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000square feet (2 tons per acre).4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red TopClover.6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored withcutback or emulsified asphalt applied at a rate of 200 gallons per acre.Dust control:1. Temporary seeding shall be applied to all disturbed areas subject to little or no constructiontraffic.2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface iswet and repeated as needed to control dust.SNOWDEN BRIDGE, ACTIVE ADULT REC CENTERCONTROL NARRATIVEDescription: The Project development will consist of the construction of a mix of both Active AdultSingle Family homes and Townhouse units with related utilities and road construction. The propertyis zoned R4 and is located on the south side of Snowden Bridge Boulevard approximately 0.9 mileseast of US Route 11 in Frederick County Virginia. This development will be in conjunction with thecompletion of Snowden Bridge Boulevard and Section AA-1 approved under separate plans. SWMwas designed for all plans listed above and included the recreational facility.This plan is for the Active Adult Recreation Center. This section consists of a recreation center withrelated utilities and parking lot construction. 6.00 acres will be disturbed for construction of ActiveAdult Recreation Center.Date of construction: Construction may begin following plan approval and the submission andapproval of all required Slope Stability Analyses. The project will take approximately twelve (12)months to complete.Existing site conditions: The proposed site is vacant, former agricultural lands comprised ofsuccessional vegetation. The northern and northeastern portions of the site drain directly to HiattRun. The southern portion of the site drains to Lick Run, a tributary to Hiatt Run, and to anotherunnamed tributary of Hiatt Run.Adjacent areas: The site is bounded on the north by residential zoned property. Bounded on thewest by a industrial/commercial zoned property. Bounded to the south by Residential zonedproperty. Bounded on the east by residential zoned property.Offsite areas: No offsite areas will be disturbed as part of this plan.Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soilsmap this sheet.Critical areas: Delineated stream/wetlands, floodplain, steep slopes and runoff reduction complianceforest/open space as shown on the plans, are designated as critical areas. Disturbance around allcritical areas should be kept to a minimum and protected by the E&S control measures and safetyfence as shown on the plan. There are also existing underground utilities in the area (sanitary andgas), contractor to test pit and coordinate any relocation needs with respective utility provider andengineer.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structuralerosion and sediment control measures shall be constructed and maintained according to theminimum standards and specifications of the Virginia erosion and sediment control handbook.Structural Measures:Phase I:Install Safety Fence (3.01) as shown on the plans to prevent access to critical areas.Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimizesediment carried onto roadway.Install silt fence (3.05) and super silt fence as shown on the plans to intercept and detain smallamounts of sediment from disturbed areas during construction in order to prevent sediment fromleaving the site.Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering stormdrainage systems prior to permanent stabilization of the disturbed area.Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to thesediment trapping structures.Install Temporary Sediment Basins (3.14) as shown on plans to detain sediment-laden runoff fromdisturbed areas in "wet" and "dry" storage long enough for the majority of the sediment to settle out.Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.Install rock check dams (3.20) as shown on the plans to reduce the velocity of concentratedstormwater flows and to trap sediment generated from adjacent areas or the ditch itself.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1or greater) and as needed to stabilize disturbed areas.Soil stabilization blankets & matting (3.36) shall be installed over steep 3:1 or greater cut and fillsslope which have been brought to final grade and seeded to protect from rill and gully erosion.*No water quality BMP's to be installed until their respective drainage areas are completed and fullystabilized.Phase II:Phase I controls shall remain into Phase II for the duration of the project or until drainage area isstabilized unless shown otherwise.Install inlet and outlet protection measures as stormwater structures are installed.Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4.Contractor shall redirect the concentrated flow away from the fill slope by installing diversion dikeand divert the runoff to sediment traps or sediment basins.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1or greater) and as needed to stabilize disturbed areas.BMPs shall not be installed until their respective drainage area is completed and fully stabilized.03/28/2025
9E&S DETAILS
N/ASTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760B151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N GI NE E R IN GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25Rev. No. Date 03/28/2025
10E&S DETAILS
N/ASTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760B151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N GI NE E R IN GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25Rev. No. Date 03/28/2025
PROPOSED PEDESTRIAN BRIDGEOVER STREAM (NO STREAMIMPACT PROPOSED)6' TRAIL6' TRAILPROP. RET. WALL(DESIGN BYOTHERS)2.9'2.9'WWWXXXXXXXXXXXXXXXXXMONUMENTSIGN3 RAILPADDOCKFENCEWWWWWWWWWWWWWWWWWWSA1 A2B1B2ARV29+82.3631+0032+0033+0034+0035+0036+0037+0010+00 11+00
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15+0010+0018+95.6620+0021+0022+0023+0024+0025+0026+0010+0011+0012+0013+0014+00
15+00
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18+00
19+00
20+0021+0022+0023+00 BMP 1WET POND LVL 2(POND 1)BMP 2BIORETENTION LVL 2BMP 3BIORETENTION LVL 2BMP 5WET POND LVL 1(POND 2)BMP 4BIORETENTIONLVL 2BMP 7WET POND LVL 1(POND 4)BMP 6BIORETENTIONLVL 2WQ CONSERVAT
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#2WQCONSERVATIONESMNT. #1650650650650
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Rev. No. Date0312/16/2024SCALE: 1" = 100'100 0100 200
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25VRRM PROJECT SITE AREA LIMITSBMP LABELSVRRM SITE AREA TREATEDBY BMP DEVICESBMP LEGENDBMP XRUNOFF REDUCTION COMPLIANCEFOREST/OPEN SPACE FOR BMPWATER QUALITY (INCLUDED IN SITEAREA VRRM CALCS)IMPERVIOUS AREA(BUILDINGS, ROADS, ETC.)SOIL GROUPSOIL GROUP LETTERNOTES:1. THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA SHOWN HEREON SHALL BEMAINTAINED IN A FOREST/OPEN SPACE MANNER UNTIL SUCH TIME THAT AN AMENDED SWM PLANIS APPROVED BY THE VSMP AUTHORITY.2. THE PROTECTED FOREST/OPEN FOR RUNOFF REDUCTION COMPLIANCE SHALL REMAIN IN ANATURAL, VEGETATED STATE. HOWEVER THE FOLLOWING ACTIVITIES ARE ALLOWED: FORESTMANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVERECREATION (TRAILS), LIMITED BRUSH HOGGING.3. ALL AREAS THAT WILL ARE CONSIDERED FOREST/OPEN SPACE FOR RUNOFF REDUCTION SHALLBE PROTECTED WITH DOCUMENTATION THAT PRESCRIBES THE AREA WILL REMAIN IN A NATURAL,VEGETATED STATE. APPROPRIATE DOCUMENTATION INCLUDES: SUBDIVISION COVENANTS ANDRESTRICTIONS, DEEDED OPERATION AND MAINTENANCE AGREEMENTS AND PLANS, PARCEL OFCOMMON OWNERSHIP WITH MAINTENANCE PLAN, THIRD PARTY PROTECTIVE EASEMENTS, WITHINPUBLIC RIGHT-OF-WAY OR EASEMENT WITH MAINTENANCE PLAN, OR OTHER DOCUMENTATIONAPPROVED BY THE LOCAL PROGRAM AUTHORITY.POST DEVELOPMENT DIVIDEMATCHLINE NEXT SHEETWETLAND MITIGATION AREARIPARIAN BUFFERDELINEATED WETLANDSSITE BOUNDARY1" = 100'WATER QUALITY MAP MATCHLINE NEXT SHEETSWM NOTE:Stephenson Village II is a large residential development. As the project is one plan of common developmentthe SWM design and plan will continually be updated to incorporate the contiguous sections of thedevelopment. This approach allows for a more comprehensive stormwater approach. At this time SnowdenBridge Blvd 2 and Section AA-1 have been approved. Section AA-3 as reflected on the SWM sheets in thisplan is currently under design. This comprehensive quantity and quality analysis within this plan supercedesthe Section AA-1 design plan and the Snowden Bridge Blvd 2 design plan. As each section is designed andapproved the latest section will have the comprehensive SWM plan for the development with relevantupdates.STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
STEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER1108/21/2023TTC/JMMSP#15-25312760B03/28/2025
PROPOSED PEDESTRIAN BRIDGEOVER STREAM (NO STREAMIMPACT PROPOSED)6' TRAIL6' TRAILPROP. RET. WALL(DESIGN BYOTHERS)XX
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PROP. RET. WALL(DESIGN BY OTHERS)PROP. RET. WALL(DESIGN BY OTHERS)SECTION AA-3FUT SECTIONAA-4
SECTION
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AA
-
4 10' TRAILEXISTING CONSERVATIONEASEMENTBMP 7WET POND LVL 1(POND 4)BMP 6BIORETENTIONLVL 2WQ CONSERVATION ESMNT. #2BMP 15JELLYFISH FILTER ORAPPROVED EQUIV.620620630630640630620610630620610600600620
6
3
0
6
2
0
6105605705805905605705805906106005906005
8
0
5
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0600BMP 13BIORETENTIONLVL 2W/ ED CELLBMP 11BIORETENTIONLVL 2BMP 12BIORETENTIONLVL 2DETENTION PONDNO WQ CREDIT(POND 7)DETENTION PONDNO WQ CREDIT(POND 6)BMP 10WET POND LVL 1(POND 6)BMP 9BIORETENTIONLVL 2WQ CONSERVATION ESMNT. #3640640640630630650640630650620600590600620650650640640650650650 650650640630 620620630610610620640650
12151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25Rev. No. Date0312/16/2024SCALE: 1" = 100'100 0100 200NOTES:1. THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA SHOWN HEREON SHALL BEMAINTAINED IN A FOREST/OPEN SPACE MANNER UNTIL SUCH TIME THAT AN AMENDED SWM PLAN ISAPPROVED BY THE VSMP AUTHORITY.2. THE PROTECTED FOREST/OPEN FOR RUNOFF REDUCTION COMPLIANCE SHALL REMAIN IN ANATURAL, VEGETATED STATE. HOWEVER THE FOLLOWING ACTIVITIES ARE ALLOWED: FORESTMANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVERECREATION (TRAILS), LIMITED BRUSH HOGGING.3. ALL AREAS THAT WILL ARE CONSIDERED FOREST/OPEN SPACE FOR RUNOFF REDUCTION SHALL BEPROTECTED WITH DOCUMENTATION THAT PRESCRIBES THE AREA WILL REMAIN IN A NATURAL,VEGETATED STATE. APPROPRIATE DOCUMENTATION INCLUDES: SUBDIVISION COVENANTS ANDRESTRICTIONS, DEEDED OPERATION AND MAINTENANCE AGREEMENTS AND PLANS, PARCEL OFCOMMON OWNERSHIP WITH MAINTENANCE PLAN, THIRD PARTY PROTECTIVE EASEMENTS, WITHINPUBLIC RIGHT-OF-WAY OR EASEMENT WITH MAINTENANCE PLAN, OR OTHER DOCUMENTATIONAPPROVED BY THE LOCAL PROGRAM AUTHORITY.MATCHLINE PREV. SHEET
VRRM PROJECT SITE AREA LIMITSBMP LABELSVRRM SITE AREA TREATEDBY BMP DEVICESBMP LEGENDBMP XRUNOFF REDUCTION COMPLIANCEFOREST/OPEN SPACE FOR BMPWATER QUALITY (INCLUDED IN SITEAREA VRRM CALCS)IMPERVIOUS AREA(BUILDINGS, ROADS, ETC.)SITE BOUNDARYSOIL GROUPSOIL GROUP LETTERPOST DEVELOPMENT DIVIDEWETLAND MITIGATION AREARIPARIAN BUFFERDELINEATED WETLANDS1" = 100'WATER QUALITY MAP
MATCHLINE PREV. SHEET
SWM NOTE:Stephenson Village II is a large residential development. As the project is one plan ofcommon development the SWM design and plan will continually be updated to incorporatethe contiguous sections of the development. This approach allows for a morecomprehensive stormwater approach. At this time Snowden Bridge Blvd 2 and Section AA-1have been approved. Section AA-3 as reflected on the SWM sheets in this plan is currentlyunder design. This comprehensive quantity and quality analysis within this plan supercedesthe Section AA-1 design plan and the Snowden Bridge Blvd 2 design plan. As each sectionis designed and approved the latest section will have the comprehensive SWM plan for thedevelopment with relevant updates.STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
STEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER08/21/2023TTC/JMMSP#15-25312760B03/28/2025
13151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25Rev. No. Date0312/16/20241" = 100'WATER QUALITY COMPUTATIONS BLVD, AA1, AA2 VRRM SUMMARYAA3 VRRM SUMMARYSWM NOTE:Stephenson Village II is a large residential development. As theproject is one plan of common development the SWM designand plan will continually be updated to incorporate thecontiguous sections of the development. This approach allowsfor a more comprehensive stormwater approach. At this timeSnowden Bridge Blvd 2 and Section AA-1 has been approved.Section AA-3 as reflected on the SWM sheets in this plan iscurrently under design. This comprehensive quantity and qualityanalysis within this plan supercedes the Section AA-1 designplan and the Snowden Bridge Blvd 2 design plan. As eachsection is designed and approved the latest section will havethe comprehensive SWM plan for the development with relevantupdates.STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
STEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER08/21/2023TTC/JMMSP#15-25312760B03/28/2025
14151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25Rev. No. Date0312/16/20241" = 100'WATER QUALITY COMPUTATIONSSHEETREMOVED
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
STEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER08/21/2023TTC/JMMSP#15-25312760B03/28/2025
SSSSSSSSSSSSSSSSS249250248APPROVED PLAN122RD2RD335' BRLSPEED LIMIT = 35 MPHL23L24L25L26 L27SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSSSEX133EX132EX131230231250255256L28L29L30L31L33L34L36L37L38L39L40L41L35L32C11100L1 L2 L3 L4 L5L6L7L8L9L10
C10PROP. POOLSTREETLIGHT (TYP)L1
1
L12
L1
3
L1
4
L15L16L
1
7
L1
8
L
1
9
L2
0
L21L22
15WATER QUALITY DETAILS
STEPHENSON VILLAGE II
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760B151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25Rev. No. Date0312/16/2024AS SHOWN603001530SCALE: 1" = 30'804002040SCALE: 1" = 40'603001530SCALE: 1" = 30'603001530SCALE: 1" = 30'LINE BEARING DISTANCEL1 N 30°31'53" E 58.52'L2 N 39°53'25" E 45.51'L3 N 30°53'42" E 117.64'L4 N 34°16'36" E 129.34'L5 S 59°09'56" E 44.85'L6 S 36°59'30" W 41.52'L7 N 36°11'49" E 231.53'L8 S 25°37'07" W 73.29'L9 N 78°04'31" W 26.74'L10 N 46°52'18" W 15.21'LINE BEARING DISTANCEL11 N 34°52'42" E 63.84'L12 N 30°23'31" E 41.47'L13 N 39°23'30" E 63.89'L14 N 40°25'57" E 61.25'L15 N 77°29'37" E 57.38'L16 S 40°14'50" E 21.58'L17 S 48°20'57" W 34.05'L18 S 34°34'57" W 122.86'L19 S 55°20'55" W 45.19'L20 S 41°22'52" W 46.81'L21 S 11°46'25" W 21.66'L22 N 57°16'07" W 47.55'LINE BEARING DISTANCEL23 N 68°16'04" W 105.77'L24 S 40°15'59" E 26.68'L25 S 03°11'48" W 98.15'L26 N 68°07'08" W 155.76'L27 N 19°08'11" E 105.28'LINE BEARING DISTANCEL28 S 84°17'22" E 35.03'L29 S 83°12'08" E 337.43'L30 S 78°29'27" E 218.81'L31 N 79°44'27" W 178.95'L32 N 10°15'33" E 9.47'L33 N 80°04'26" W 71.38'L34 S 88°01'54" W 73.04'L35 N 10°15'33" E 1.93'L36 S 86°53'39" E 194.38'L37 N 88°53'40" E 132.15'L38 N 74°17'39" W 109.89'L39 S 76°53'07" E 205.37'L40 S 85°41'16" E 129.07'L41 N 05°37'02" E 51.20'03/28/2025
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FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SER9ING 9IRGINIA :EST 9IRGINIA
OFFICES IN: ASHBURN 9A :INCHESTER 9A MARTINSBURG :9SP NUMBER: #15-25STONE:ALL MAGISTERIAL DISTRICT
FREDERIC. COUNTY 9IRGINIA
STEPHENSON 9ILLAGE II
ACTI9E ADULT REC CENTER10212023TTC-MMSP#15-253120B03/28/2025
110114A1141131-21-1C1C2PROP. RET. :ALL DESIGN BYOTHERS 2.9'2.9'.2982.36310032003300340035003600370038003900400041004
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FND 1971
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OFFICES IN: ASHBURN 9A :INCHESTER 9A MARTINSBURG :9SP NUMBER: #15-25STONE:ALL MAGISTERIAL DISTRICT
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www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-251" = 30'18GEOMETRY PLANRev. No. Date0403/11/2025STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER603001530SCALE: 1" = 30'NOTES:1.PROP. STORAGE BUILDING1.1. FFE = 644.841.2. GFA = 302 SF1.3. HEIGHT = 15' - 7 2332"2.PROP. POOL MECH. BUILDING2.1. FFE = 644.072.2. GFA = 676 SF2.3. HEIGHT = 20' - 9 732"03/28/2025
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SSSSSS SSSSSSSSSSSSSSSWMWMWMWMWMWMSSSWMARVSTORMESMT.STORM ESMT.122122A122B122C122D280281282283RD1RD2RD3RD4RD5RD6RD7RD8RD920' STORMSEWER ESMT20' STORMSEWER ESMT20' STORMSEWER ESMTGRANITE RIDGE DRIVE56' ROWSPEED LIMIT = 25 MPHSNOWDEN BRIDGE BLVDVARIABLE WIDTH ROWSPEED LIMIT = 35 MPHMONUMENTSIGN3 RAILPADDOCKFENCE370' RCONNECTTO 8" STUBSTREETLIGHT(TYP) LIGHTFIRE HYD.ASS'Y12" DIP WATERLINE8" DIP WATERLINE "B"FREDERICKWATER ESMT.TPEX. STORMDRAINAGE ESMT.8" DIP WATERLINE "A"22.5° ELBOW8"x8" TEE,3-8" G.V.8"x6" TEE,1-6" G.V.CONNECT TO EX8" STUB W/ 45°ELBOW45° ELBOW45° ELBOW8"x6"REDUCER1-6" G.V.FIRE HYD.ASS'YFREDERICKWATER ESMT.SAN LAT10+0011+0012+00EX. 12" DIP WATERLINE10+0
0 STREETLIGHT(TYP)PROP. POOLMECH. BLDGMETER AND BACKFLOW PREVENTIONINTERNAL TO BUILDING(SEE NOTES 2 & 3)45° ELBOWSAN INT= 638.50EXTERNAL DOWNSPOUTS DRAINTO SURFACE PATIO/POOL DECKCOLLECTION SYSTEM. DESIGNBY LANDSCAPE ARCHITECT.ROW ROWROWPROP. BLDGFFE = 645.15PROPERTY LINE8X6 MJ TEE, 6" MJ PLUG WITH2" IPS THREADS, 12" LONG 2"BRASS NIPPLE 2" THREAD GVASSY, AND 2" MIP ADAPTERSTORM DRAINS FORCOURT TO DAYLIGHTINTO EX. POND2" SERVICE LATERALWATERLINE "C"ROOFDRAINROOFDRAINPRIVATEFW1-2" BALLVALVE ASSY11+0010+00
CONTRACTOR SHALL INSTALL 6" SCH80 PVC CONDUIT FROM 10' OUTSIDEOF BLDG TO 1' ABOVE FINISH FLOORWITH A LONG SWEEP 90 DEGREEBEND UNDER SLAB, AND INSTALL 6"X2" LINK SEALS ON BOTH ENDS. ALLWORK SHALL BE PER BOTH THEFREDERICK WATER AND FREDERICKCOUNTY BLDG INSPECTORSREQUIREMENTS.SNOWDEN BRIDGE BLVDSHOWN BASED ONAAPPROVED DESIGN PLANREV 03/25/2024SECTION AA-1 SHOWNBASED ON AN APPROVEDDESIGN PLAN REV. DATED03/14/2024151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-251" = 30'19UTILITY PLANRev. No. Date0312/16/2024STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER603001530SCALE: 1" = 30'NOTES:1. POWER, COMMUNICATIONS AND GAS UTILITIES ARESHOWN HERE FOR REFERENCE PURPOSES INCOORDINATION OF CONSTRUCTION. DESIGN OFTHESE SYSTEMS ARE BY THE RESPECTIVE UTILITYCOMPANY PROVIDING THE SERVICE. IF ANYCONFLICTS BETWEEN THE CIVIL PLANS AND THEUTILITY COMPANY PLANS, THE ENGINEER MUST BENOTIFIED IMMEDIATELY TO DETERMINE THE BESTCOURSE OF ACTION.2. 2" DOMESTIC WATER METER AND ASSOCIATED BACKFLOW PREVENTION DEVICE IS LOCATED WITHIN THESEE MEP PLANS FOR DETAILS. BOTH METER, BACKFLOW PREVENTION DEVICE, AND AMR(AUTOMATEDMETER READER) DEVICES SHALL MEET FREDERICKWATER SPECIFICATIONS. INSTALLATION SHALL BEPER FREDERICK WATER'S INSPECTORSREQUIREMENTS.3. A MINIMUM 3'x3' AREA WILL BE AVAILABLE TO PLACEAND ACCESS THE WATER METER AND ASSOCIATEDPLUMBING. THE UTILITY ROOM WALLS AND DOOR ARETO BE INSULATED. IN ADDITION A HEATER WITHTHERMOSTAT IS TO BE INSTALLED TO PREVENT THELINES FROM FREEZING.4. EXISTING SANITARY SEWER INVERT INFORMATIONPROVIDED ON SHEET 4.03/28/2025
GRANITE RIDGE DRIVEGRANITE RIDGE DRIVESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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SSSSSSSSSEX137SSSSSS SSSSSSSSSSSSSSWMWMWMWMWMWMSSSWMARVA17A19A20A21A22A326363666
64122122A122B122C122D280281282283RD1RD2RD3RD4RD5RD6RD7RD8RD9MONUMENTSIGN3 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 ELEV.= 644.07FF ELEV.= 644.84FF ELEV.= 645.15POOL COPINGELEV. = 643.87SPA COPINGELEV. = 644.51642648642640642644646648650648646650 646648
644644
644644
644642
640
644644646646646648
646642642642642642644 648644642640640 640640640640
642 644646
64
4644644
64
4
644644 642642642642644
SEE ARCHITECTURALPLANS FOR DETAILEDPOOL/PATIO GRADINGAND DRAIN LOCATIONS(ALL DRAINS TODAYLIGHT INTOEXISTING POND)64464464
4
64
4 SNOWDEN BRIDGE BLVDSNOWDEN BRIDGE BLVDSHOWN BASED ONAAPPROVED DESIGN PLANREV 03/25/2024SECTION AA-1 SHOWNBASED ON AN APPROVEDDESIGN PLAN REV. DATED03/14/2024151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G IN E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25603001530SCALE: 1 = 30
1 = 30
20GRADING PLANRev. No. Date0312/16/2024STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER03/28/2025
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SSSSSSSSSSWMWMWMSARVA19A20A21A22 APPROVED PLAN66GRANITE RIDGE DRIVE56' ROWSPEED LIMIT = 25 MPHVARIABLE WIDTH ROWSPEED LIMIT = 35 MPH200' SDR200' SDR200' SDL200' SDR64264864264064264464664865064864665
0 646
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644646646646648646642642642642642644 648644642640640 640640640640
642 644646
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644 A-AA-A6356406456506556356406456506550501001503' HEADLIGHTSCREENING BERMSECTION A-APROP.GRADEEX. GRADE151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-251" = 30'21LANDSCAPE PLANRev. No. Date0312/16/2024STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER SHRUBS AND TREES 2" cal B&B10SYMBOL BOTANIC NAME COMMON NAME QUANTITY SIZESCALE: 1" = 50'50250501002. PERIMETER LANDSCAPING:39,609 SF OF IMPERVIOUS AREA1 TREE PER 2,000 SF OF IMPERVIOUS PAVEMENT UP TO 100,000 SF 39,609 SF x (1 TREE / 2,000 SF) = 20 TREES REQUIRED 20 TREES PROVIDEDTOTAL TREES REQUIRED = 29, TOTAL TREES PROVIDED = 29PARKING LOT HEADLIGHT SCREENINGTOTAL SHRUBS = 901. INTERIOR LANDSCAPING:1 TREE PER 10 SPACES, 84 SPACES / 10 = 9 TREES REQUIRED 9 TREES PROVIDEDREQUIRED - 5.0% = 1,981 SF (INTERIOR ISLANDS AREA) / 39,609 SF (PARKING LOT AREA) = 0.050PROVIDED - 12.2% = 4,820 SF (INTERIOR ISLANDS AREA) / 39,609 SF (PARKING LOT AREA) = 0.122= PROPOSED INTERIOR ISLAND AREAPARKING LOT LANDSCAPE CALCULATIONSNOTES:1. TREE SIZE SHOWN ON PLAN VIEW IS ILLUSTRATIVE. SIZES ARE AS SHOWN IN PLANT SCHEDULE2. ALL PLANTING SHALL CONFORM WITH 165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTINGPROCEDURE, AND MAINTENANCE).3. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT.4. TREES AND SHRUBS SHALL NOT BE PLANTED WITHIN FCSA EASEMENTS6. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SEED COMPANY.7. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.8. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL COMPACTED AREAS AT LEAST 6" IN DEPTH TO LOOSENTHE COMPACTED SOILS AND ADD AMENDMENTSNOTES:1. AT PLANTING PRUNE ONLY BROKEN ORDEAD BRANCHES PER ANSI 300 STANDARD2. PLANTING PIT/TRENCH SHALL BE DUGDEEP ENOUGH TO ALLOW AT LEAST 1/8THOF ROOT BALL TO SET ABOVE EXISTINGGRADE3. PLACE PLANT IN ERECT, STABLE &UNIFORM POSITION IN THE CENTER OF THEPLANTING PIT/TRENCH. ORIENT BEST FACEOF PLANT TO BE THE MOST VISIBLE.4. BACKFILL SOIL MIXTURE: 34 EXISTING SOILCLEANED OF DEBRIS (GRAVEL, STICKS,ROCKS, TRASH) AND MIXED WITH 14 ORGANICMATERIAL (COMPOSTED BARK, LEAF MOLDOR OTHER PLANT DEBRIS PROCESSED TOA POINT OF DECAY. PEAT MOSS MAY NOTBE USED.)5. CONTRACTOR SHALL LEGALLY REMOVEEXCESS SOIL & DEBRIS FROM SITE6. DO NOT PLACE MULCH IN CONTACT WITHSTEM OF SHRUBS**ALL PLANTS MUST BE WATERED TWICE:ONCE AT INSTALLATION & AGAIN WITHIN48-HOURS OF INSTALLATION.BACKFILL SOIL MIXTURE (TYP.)FINISHED GRADEPLACE TOP 18 OF ROOT BALLABOVE FINISHED GRADE (TYP)3" LAYER OF MULCH , NO MORETHAN 1" OVER ROOT BALL2-3 X'S WIDTH OFROOT BALL (TYP)SHRUB PLANTING DETAILNOT TO SCALEFOR B&B :REMOVE TWINE, ROPE, WIRE, &BURLAP FROM TOP 23 OF ROOTBALL FOR CONTAINER LOOSENTHE ROOT BALL OF ANY ROOTBOUND PLANTSUNDISTURBEDSUBGRADE ORCOMPACTED BACKFILLSOIL MIXTURENOTES:1. STAKING AND GUYING MAY BE ONLYIMPLEMENTED WHERE SITE CONDITIONSREQUIRE THEIR USE. CONDITIONS WHERESTAKING AND GUYING MAY BE NECESSARY TOENSURE STABILITY INCLUDE WINDYLOCATIONS, STEEP SLOPES, OR WHEREVANDALISM MAY BE OF CONCERN.2. STAKES OR GUYS WILL BE INSTALLED USINGCURRENTLY ACCEPTED ARBORICULTUREPRACTICES. TREES SHALL STAND LEVEL /UPRIGHT AFTER STAKING.3. INSTALLATION WILL INCLUDE THE REMOVALOF ALL STAKING AND GUYING MATERIAL ONEYEAR AFTER INSTALLATION. ANY HOLESREMAINING AFTER REMOVAL OF STAKESSHALL BE FILLED WITH TOPSOIL.4. REFER TO DETAILS FOR TREE PLANTINGINFORMATIONDECIDUOUS TREE STAKINGNOT TO SCALEPLAN VIEW(2) 2" X 2" X 8' LODGE POLE PINE OR HARDWOODSTAKES SET OUTSIDE ROOT BALL. STAKELOCATION SHALL NOT INTERFERE WITHPERMANENT BRANCHES.32" LONG NON-ABRASIVE RUBBER TIES, LOOPEDAROUND THE TREE, THROUGH EACH OTHER,TWISTED AND SECURED TO THE STAKES IN AMANNER WHICH PERMITS TREE MOVEMENT ANDSUPPORTS THE TREE IN ADVERSE CONDITIONS5' MIN.LODGE POLE PINE ORHARDWOOD STAKESNON-ABRASIVE TREE TIESPREVAILING WINDDIRECTIONNOTES:1. AT PLANTING PRUNE ONLY CROSSING LIMBS,BROKEN OR DEAD BRANCHES THAT POSE A HAZARDTO SITE USERS PER ANSI STANDARD A 300. DO NOTPRUNE INTO OLD WOOD ON EVERGREENS.2. CONTRACTOR SHALL MAXIMIZE EXCAVATED AREAFOR TREE PIT WITHOUT ADVERSELY IMPACTINGADJACENT SITE FEATURES.3. BACKFILL SOIL MIXTURE: 34 EXISTING SOILCLEANED OF DEBRIS (GRAVEL, STICKS, ROCKS,AND MIXED WITH 14 ORGANIC MATERIAL(COMPOSTED BARK, LEAF MOLD OR OTHERPLANT DEBRIS PROCESSED TO A POINT OFPEAT MOSS MAY NOT BE USED.)4. CONTRACTOR SHALL LEGALLY REMOVEEXCESS SOIL & DEBRIS FROM SITE5. DO NOT PLACE MULCH IN CONTACT WITHSTEM OF TREE. MULCH MUST BE 6" AWAY FROMTREE TRUNK6. TRUNK FLARE MUST BE VISIBLE WHEN PLANTED7. IF TREE STAKING REQUIRED REFER TO TREESTAKING DETAILS.**ALL PLANTS MUST BE WATERED TWICE: ONCEAT INSTALLATION & AGAIN WITHIN 48-HOURSOF INSTALLATION.ROUGHEN / LOOSEN SOIL ONSIDES OF PLANTING HOLE.BACKFILL SOIL MIXTURE FORENTIRE TREE PIT AREA & ROOTBALL DEPTH FIRM SOIL IN 8" LIFTSPRUNE DOMINANTLEADERS3" MULCH NO MORETHAN 1" ON ROOTBALL & 6" BACK FROMTREE TRUNKCENTER TREE IN PIT & SET TOP OFROOT BALL 2" ABOVE ADJACENTGRADE. TRUNK FLARE SHALL BEVISIBLE AT THE TOP OF THE ROOTBALL. DO NOT COVER TOP OFROOT BALL WITH SOIL.4" HIGH X 8" WIDE SOILBERM BEGINNING ATPERIPHERY OFROOT BALL.BOTTOM OF ROOT BALLRESTS ON EXISTING ORRECOMPACTED SOIL.MIN. WIDTH OF TREE PIT2 X'S ROOT BALL DIAMETERREMOVE TWINE, ROPE,WIRE, & BURLAP FROMTOP 23 OF ROOT BALLPRIOR TO MULCHING TAMP SOILFIRMLY AROUND ROOT BALLWITH FOOT PRESSURE IN 6"LIFTS SO THAT ROOT BALL DOESNOT SHIFT.UNDISTURBED SUBGRADEORIGINAL GRADEFINISHED GRADETREE PLANTING DETAILNOT TO SCALEPRIOR TO MULCHING, LIGHTLYTAMP SOIL AROUND THE ROOTBALL IN 6" LIFTS TO BRACE SHRUB.DO NOT OVER COMPACT.SECTION VIEWROOT BALL RESTS ON EXISTINGOR RECOMPACTED SOIL4" HIGH X 8" WIDE SOIL BERMBEGINNING AT PERIPHERY OFROOT BALL.GENERAL CONDITIONS - COUNTY CODE COMPLIANT LANDSCAPE PLANSCOPE OF WORKTHE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALLLANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANTLIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IFTHERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKESPRECEDENCE.STANDARDSA. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERYSTOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST BESELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANTINSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.B. BALLED AND BURLAPPED (B&B)1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERESHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKEPRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE GROUND LEVEL (UP TO ANDINCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNKTREES, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER.C. CONTAINER - GROWN STOCK1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT.CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THE ROOT SYSTEMOF CONTAINER-GROWN PLANTS SHALL BE WELL DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THECONTAINER.2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BETREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SOCIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINERGROWN TREES & SHRUBS IN THIS SECTION.3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THELANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK.A. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION.B. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.C. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOT BALL COVERED BY MULCH AND KEPTMOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL.SUBSTITUTIONS: PRE-BIDIT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THEPLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONSTO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THELANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BESUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLANPLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.SUBSTITUTIONS: POST-BIDIT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACTMATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'SREPRESENTATIVE.UTILITIES AND UNDERGROUND FEATURESTHE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR INADVANCE OF CONSTRUCTION TO LOCATE UTILITIES.TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTSIF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT / DESIGNER SHALL BERESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATINGAFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOWOBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPECONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTSSHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT ANEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT / DESIGNER TOACCOMMODATE THE POOR DRAINAGE.WARRANTYTHE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCINGON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE ENDOF THE GUARANTEE PERIOD. ANY MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD ANDMUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIEDBACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING PERIOD.REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISENEGOTIATED.INSPECTION1. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE ATTHE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TOQUALITY, SIZE AND VARIETY.2. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'SREPRESENTATIVE.3. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPONREQUEST.European LindenTilia x europaeaSugar MapleAcer saccharumJapanese ZelkovaZelkova serrata2" cal B&B2" cal B&B3' ht. 90118Ilex X meserveae 'Mesdob'China Boy Holly03/28/2025
STORM 280-122DH: 1"=50' V: 1"=5'-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+5062062563063564064565065566062062563063564064565065566081' - 18" ADS N-12 # 0.50 1' - 18" ADS N-12 # 0.5582' - 18" ADS N-12 # 0.50 3' - 18" ADS N-12 # 0.5381' - 15" ADS N-12 # 0.50113' - 15" ADS N-12 # 0.58280281282283122B122C122D0+00.00 = E:-1 18 INV OUT = 634.500+80. 6 = BDVHINV OUT = 634. 0INV IN = 635.001+1.4 = BDVHINV OUT = 635.50INV IN = 635.602+53.4 = BDVHINV OUT = 636.01INV IN = 636.113+46.23 = BDVHINV OUT = 636.60INV IN = 636.85 15 INV IN = 636.85 15
4+26. = BDVH
INV OUT = 63.25
INV IN = 63.35
5+3 .5 = BDVHINV OUT = 638.00
TOP = 63.00TOP = 643.08DI-3B - 6' SAG TOP = 644.34DI-3B - 6'TOP = 643.00DI-1TOP = 642. 8DI-3B - 6' SAG
TOP = 644.
DI-3B - 6' SAG
TOP = 642.00DI-1E; GRADEPROP GRADEHGLE; GRADEPROP GRADEHGL10YR :SE= 635.64CL A1 RIPRAP-1+00-0+500+000+501+001+502+0062563063564064565065562563063564064565065550' - 15"ADS N-12 # 0.5053'
-
15"ADS N-12 # 2.4122B122A1220+00.00 = BDVHINV OUT = 636.60
INV IN = 636.85 15
INV IN = 636.85 15
0+50.1 = BDVH
INV OUT = 63.10
INV IN = 63.20
1+02.86 = BDVHINV OUT = 638.50
TOP = 642. 8
DI-3B - 6' SAG
TOP = 642.64
DI-3B - 6' SAG
TOP = 641.50DI-1E; GRADEPROP GRADEHGLSTORM 122B-122H: 1"=50' V: 1"=5'
:L;ING
5+08. 1 E;. SAN ;ING
INV. = 616.2 18 615615E; GAS ;ING151 :LQG\ HLOO LDQH
:LQFKHVWHU VLUJLQLD 22602
THOHSKRQH: 540 662-4185
FD[: 540 22- 528
ZZZ.JUHHQZD\HQJ.FRP
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA :EST VIRGINIA
OFFICES IN: ASHBURN VA :INCHESTER VA MARTINSBURG :VSP NUMBER: #15-2522STORM SE:ER PROFILES COMPUTATIONSRHY. NR. DDWH0312162024STONE:ALL MAGISTERIAL DISTRICT
FREDERIC. COUNTY VIRGINIA08212023TTC-MMSP#15-2531260B─STEPHENSON VILLAGE II
ACTIVE ADULT REC CENTERV: 1" = 5'H: 1" = 50'SCALE: 1" = 5'
5 2.5 0 5 10SCALE: 1" = 50'5025050100STRUCTURE NOTES:·ALL VDOT STANDARD STRUCTURES AND RISER STRUCTURES TOHAVE SAFETY SLABS PER VDOT SL-1.03/28/2025
635640645650655635640645650655WATERLINE "B"H: 1"=50' V: 1"=5'9+5010+0010+5011+0011+5012+0012+5013+0013+506306308" DIP CL-5210+00 = 8X8 TEE W/L "A", 3-8" G.V. EX GRADEPROPGRADE11+30.18 = 8X6 TEE, 1-6" G.V.,
FH ASSEMBLY
11+59.17 = 2" TAPING SLEEVE
W/L "C", 1-2" G.V.
12+84.03 = 1 - 22.5° BEND
12+46.00 = 1 - 45° BEND
12+88.36 = CONNECT TO EX. 8" STUB
635640645650655635640645650655EX. RIM = 643.46630
630625625620620615615610610EXMH-1366056059+5010+0010+5011+00EX. INV OUT = 615.66 (18")
EX. INV IN = 615.91 (18")
10+00.00 = EX. MH1 (INSIDE DROP)
PROP. INV IN = 615.66 (6")
10+64.50 = BUILDING FACE
INV OUT = 638.50
TOP = 645.00EX GRADEPROPOSED GRADEH: 1"=50' V: 1"=5'63564064565063564064565010+00 = 11+30.16 W/L "B"
8X6 M- TEE 6" M- PLUG WITH 2" IPS THREADS
12" LONG 2" BRASS NIPPLE 2" THREAD GV ASSY
AND 2" MIP ADAPTER 63063015" STM XINGWATERLINE "C"H: 1"=50' V: 1"=5'9+5010+0010+5011+00EX GRADEPROPGRADE10+55.46 = BUILDING
BLDG FACEFFE=745.15'CO-110+60.00 = PROP. CLEANOUT
INV OUT = 638.32 BLDG SANITARY SEWER CO-1BLDG FACE
PRIVATE OWNERSHIP 655655FFE=644.84'SHED10+44.46 = 1-2" BALL VALVE ASSSY FW OWNERSHIP7+508+008+509+009+5010+0064064565010+5011+0011+5012+0012+50640645650℄ ENTRANCE #1655
655660660200' STOPPINGSIGHT LINE200' STOPPINGSIGHT LINE3.5'
EYE HGT.
3.5'
OBJ. HGT.
3.5'OBJ. HGT.ENTRANCE-1 GRANITE RIDGE DRIVESTOPPING SIGHT DISTANCE7+508+008+509+009+5010+0064064565065510+5011+0011+5012+0012+50640645650655℄ ENTRANCE #2
3.5'
OBJ. HGT.
3.5'OBJ. HGT.
3.5'
EYE HGT.200' STOPPINGSIGHT LINE200' STOPPINGSIGHT LINEENTRANCE-2 GRANITE RIDGE DRIVESTOPPING SIGHT DISTANCE18" MIN.CLEAR2" - CL-200 CTS PET11+80.69 = 8X6 REDUCER,1-6" G.V., FH ASSEMBLY635 64064565065563564064565065510+07.20 CONNECT TO EX. STUB W/ 45° ELBOW EX GRADEPROPGRADE8" DIP CL-52WATERLINE "A"H: 1"=50' V: 1"=5'9+5010+0010+5011+0011+5012+0063063010+22.53 = 1 - 45° BEND10+67.69 = 8X8 TEE W/L "B", 3-8" G.V. 11+12.29 = 1 - 45° BEND10+00 = EX. 12X8 CROSS W/ G.V.
10+45.46 = END FW ESMT625
62562062043' - 6"
D
I
P
#
5
2
.
2
10' - 6" DIP# 0.510' - 6" DIP# 4.0151 WLQG\ HLOO LDQH
WLQFKHVWHU VLUJLQLD 22602
THOHSKRQH: 540 662-4185
FD[: 540 722-9528
ZZZ.JUHHQZD\HQJ.FRP
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIA
OFFICES IN: ASHBURN VA WINCHESTER VA MARTINSBURG WVSP NUMBER: #15-2523SANITARY SEWER WATERLINE AND STOPPING SIGHT DISTANCE PROFILESRHY. NR. DDWH0312162024STONEWALL MAGISTERIAL DISTRICT
FREDERIC. COUNTY VIRGINIA08212023TTC-MMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTERV: 1" = 5'H: 1" = 50'SCALE: 1" = 5'
5 2.5 0 5 10SCALE: 1" = 50'5025050100SCALE: 1" = 5'5 2.5 0 5 10SCALE: 1" = 50'5025050100SCALE: 1" = 5'
5 2.5 0 5 10SCALE: 1" = 50'502505010003/28/2025
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25N/A24SITE DETAILSRev. No. Date STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER RTC ROLLTOP CURBN.T.S.6/6/18VER 1PAVEMENT2'11"9"NOTES:1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-62. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CLASS A4 IF PRECAST1'R=1.25'R=1.5'6"1'FACE OF CURB1.5'2"INVERT LINEPLAN VIEW9"
12"2'6"
6'
12'-0"
SLOPE 1% MIN.DUMPSTERCONCRETE PAD12'-0"BOARD ON BOARD ENCLOSURE2. FINISHED SIDE OF FENCE SHALL FACEADJOINING PROPERTY, IF APPLICABLE.1. PRESERVATIVE STAIN ON ALL WOOD.COLOR TO MATCH THAT OF BLDG.NOTES:3.5"1.25"3.5"1 3/4"4"X4"X8' POSTS2"X4"X4' BEAMS, TOE NAIL TO POSTCOMPACTED GRAVEL4'-0"1"X4"X4'-8" SLATS, 2-FINISH NAIL ATTOP AND BOTTOM6"
3"3'-0"6'-0"
4"
8"
5'-8"
8"HOLE FOR GATE LATCH(TYP)DUMPSTER ENCLOSURE DETAILNOT TO SCALE1/2"x 6" PRESSURECCA TREATED LUMBERFENCING (NAIL TO STUDS)4"x4"x6'-9" PRESSURECCA TREATED LUMBERSTUD (TYPICAL)COMPACT SUBGRADE TO 95%MAX. DENSITY AT THEOPTIMUM MOISTURE CONTENT±20% PER AASHTO T-996" VDOT CL. A-3 REINF. CONC.W/6x6-W 1.4x1.4 WWF ON6" BANK RUN GRAVEL (21 OR21A TYPE 1 MAT.)4'-0" LONG#4 BARW/90° BEND@ CENTER6x6-W 1.4x1.4WWF-CENTEREDDUMPSTER FENCE DETAILNOT TO SCALE8' MIN.18' OR 20'STRIPED AREAHANDICAPPEDSYMBOLSFC EP4.0' MIN.7.0' MAX.4" STEEL PIPE FILLED WITH CONCRETEDISPLAY CONDITIONS24"6"6"9"RESERVEDPARKING12"2'SIGN (SEE DETAIL)HANDICAPPED PARKINGN.T.S.04/15VER 1NOTE:RAMP FOR HANDICAPPED MUSTBE LOCATED AT SAME POINTADJACENT TO THE STRIPEDAISLE.LIGHT COLOREDREFLECTIVEBACKGROUNDMAT'L.DARK COLORED2" LETTERS & 3/8"BORDERINTERNATIONAL SYMBOLOF ACCESSIBILITYPENALTY$100.00-$500.00 FINETOW-AWAY ZONELIGHT COLORED 1" LETTERSDARK COLORED REFLECTIVEBACKGROUND MATERIALSIGN SHALL BE LOCATEDSUCH THAT IT WILL NOTBE OBSCURED BYVEHICLE PARKED INSPACE.8' VAN ACCESSIBLE SPACE5' FOR REGULAR SPACEWHEEL STOPNOTE: THIS IS A TYPICAL DETAIL.DUMPSTER SELECTED BY TENANT MAYDIFFER IN SIZE OR DIMENSIONS.DUMPSTER AND ENCLOSURE TO COMPLYWITH ZONING ORDINANCE §165-204.11(D)*SEE ARCHITECTURALPLAN FOR ROOF DRAINDETAILS. THIS DETAIL FORINSERTA TEE CONNECTIONONLY!03/28/2025
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25N/A25VDOT DETAILSRev. No. Date STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER03/28/2025
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25N/A26VDOT DETAILSRev. No. Date0312/16/2024STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER03/28/2025
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25N/A27FREDERICK WATER DETAILSRev. No. Date0312/16/2024STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER L = restrained length of pipe (PVC or DIP)HORIZONTAL BEND 45°, 22 1/2°, 11 1/4° D 6" 8" 12" 16" 18" 20" 24" L (ft) 20 20 20 20 20 20 20 L TEE, CROSS, WYEany joint that falls within the specified length ofeach branch of the fitting shall be restrained.In addition to restraining each joint of the fitting, D = pipe diameterLLLL
-2- TEE, CROSS, WYE AND HORIZONTAL BENDRESTRAINED JOINTS FOR D 6" 8" 12" 16" 18" 20" 24" L (ft) 60 60 100 120 120 140 160DDDL = restrained length of pipe (PVC or DIP)D = pipe diameterFEB 09Both joints of the fitting shall be restrained. In addition, all joints withinthe specified length on the large side of the reducer shall be restrained. REDUCERL L (ft) 60 60 100 120 120 140 160 D 6" 8" 12" 16" 18" 20" 24" Lfalls within the specified length shall be restrained.In addition to restraining the connection, any joint that VALVE, DEAD ENDL 8" 12" 16" 18" 20" 24" 8" -- 60 80 100 120 140 D1 12" -- -- 60 80 100 120 16" -- -- -- 40 60 100 18" -- -- -- -- 40 80 20" -- -- -- -- -- 60 -3- GATE VALVE AND DEAD ENDRESTRAINED JOINTS FOR REDUCER, 6" 40 60 100 120 120 140 D2D1LDL = restrained length ofD = pipe diameterpipe (PVC or DIP)L (ft)D2L = restrained length ofD = pipe diameterpipe (PVC or DIP)FEB 09LuLdLu = up bend restrained lengthof pipe (PVC or DIP)up benddepthdepth 4 ft. min.down bend Ld = down bend restrained length of pipe (PVC or DIP)finished gradeLuLd-4- VERTICAL OFFSETRESTRAINED JOINTS FOR 45° Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 Each side of any vertical offsetbend shall be restrained. Inaddition, any joint that falls withinthe specified length on each sideof the fitting shall be restrained. D 6" 8" & 12" 16", 18" & 20" 24" 22 1/2° Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24" 11 1/4° Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24"DD = pipe diameterFEB 0948" min.6" stonevalve restrained to main6", 8" and 12" 16", 18", 20" and 24"screw type adjustablevalve box8"x 8"x 16"solid block60" min.over-excavation18" to 24"concrete pad 18" dia. x 6" deepfinished gradeconcrete pad 18" dia. x 6" deepfinished gradeWaterForced Sewer24" min.screw type adjustable valve boxNote: valve shallbe spur geartype6" stone8"x 8"x 16"solid blockvalverestrainedto mainscrew typeadjustablevalve boxconcrete pad 18"dia. x 6" deep8"x 8"x 16" solid blockfor 12" valveNote: valve shallbe bevel geartypeGATE VALVEstonejointrestraintsstonevalve restrainedto main48" min.6" stonelocation marker-5- APR 09valve boxadaptorvalve boxadaptorvalve boxadaptor03/28/2025
ARVREC. CENTERPOOLPROP. PAINTEDCURB (TYP)PROP. HYDRANTW/ SIGN TYPE "D"PROP. HYDRANTW/ SIGN TYPE "D"SIGN TYPEMOD "D"SIGN TYPEMOD "D"SIGN TYPEMOD "D"15'15'30'24'34'24'24'SNOWDEN BRIDGE BLVDVARIABLE WIDTH ROWAUTOMATICGATE FOR EXITOUTSIDE LANEAUTOMATIC GATE FORRESIDENTS (NO KEYPAD)24'SNOWDEN BRIDGE BLVDSHOWN BASED ONAAPPROVED DESIGN PLANREV 03/25/2024SECTION AA-1 SHOWNBASED ON ANAPPROVED DESIGN PLANREV. DATED 03/14/2024INSIDE LANE KEYPAD FOR GUESTS151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-251" 30'28LIFE SAFETY PLANRev. No. Date STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER
THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLYNOTES:1. FIRE APPARATUS ACCESS ROAD GATES SHALL COMPLY WITH D103.5 OF THE FREDERICKCOUNTY FIRE PREVENTION CODE APPENDIX D FIRE APPARATUS ACCESS ROADS2. ALL LOCKING DEVICE SPECIFICATIONS SHALL BE SUBMITTED FOR APPROVAL BY THEFIRE CODE OFFICIAL3. MAIN ENTRANCE GATE PROPOSED WITH SECTION AA-1A UNDER SEPARATE APPROVEDPLAN (SHOWN IN GRAY FOR REFERENCE)03/28/2025
29PROFFER COMPLIANCE SHEET
STEPHENSON VILLAGE II
ACTIVE ADULT REC CENTERN/ASTONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM2760BSP#15-2531151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25Rev. No. Date03/28/2025
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-25N/A30PHOTOMETRIC PLANRev. No. Date0312/16/2024STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTERNOTES:1. ALL LIGHTING SHALL CONFORM TO SECTION §165-201.07 OF THE ZONING ORDINANCE.2. ALL LIGHTS SHALL BE MOUNTED NO HIGHER THAN THE MAXIMUM HEIGHT OF 25' AS MEASURED TO GROUND PER FREDERICK COUNTY ZONINGORDINANCE §165-201.07.3. PARKING LOT FIXTURES AND LIGHT FIXTURES ON BUILDINGS SHALL BE FULL-CUTOFF FIXTURES.4. CONTRACTOR TO CONFIRM WITH DEVELOPER ALL OPTIONS PRIOR TO ORDERING FIXTURES.5. CONCRETE LIGHT POLE BASE DESIGN BY STRUCTURAL ENGINEER.03/28/2025
WMWMWMWMWMGRANITE RIDGE DRIVE56' ROWSPEED LIMIT = 25 MPHSTOPSIGNSTOPSIGNSTOPSIGN1' MILL ANDOVERLAY1' MILL ANDOVERLAYCROSSWALKCROSSWALKSEE ARCHITECTURALPLANS FOR CONCRETEPATIO AND POOL AREADESIGNCONCRETE PERDUMPSTER PADDETAIL5' WIDE CONCRETESIDEWALK5' WIDE CONCRETESIDEWALK151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E RI N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: ASHBURN, VA • WINCHESTER, VA • MARTINSBURG, WVSP NUMBER: #15-251" 30'31STRIPING AND PAVEMENT PLANRev. No. Date0403/11/2025STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMMSP#15-25312760BSTEPHENSON VILLAGE II
ACTIVE ADULT REC CENTER603001530SCALE: 1" 30'PAVEMENT MARKING LEGENDSTOP BAR (SOLID) - WHITE, TYPE B, CLASS I MARKINGS, 24"WIDECROSSWALK LINES - WHITE, TYPE B, CLASS I MARKINGS, 6"WIDTH SOLID WHITE TRANSVERSE LINES PLACED PARALLEL TOONCOMING TRAFFIC.CHANNELIZING LANE LINES (SOLID) - WHITE, TYPE B, CLASS IMARKINGS, 6" WIDE, LENGTH AS SHOWN ON PLANABCSQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled. carbon sheet steel, structural steelquality, conforming to the requirements of ASTM A1011, grade 50 except the yield strength after cool forming shall be 60,000 psi minimum.The steel gauge shall be 14 gauge for the 2 inch by 2 inch post and 10 gauge for the 2 1/2 inch by 2 1/2 inch posts. Posts (inside andoutside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Post shall use an in groundanchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact.Post shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs,Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letterindicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 inch (+/- 1/64 inch)openings or knockouts spaced 1 inch on centers on all four sides. Post shall be installed in accordance with the manufacturer'srecommendations.SIGNING AND PAVEMENT MARKING NOTES1. ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THEMOST RECENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERETO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS.2. ALL SIGNS SHALL BE CONSTRUCTED FROM ENCAPSULATED LENS SHEETING.3. PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TOAVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS, AND TOCOMPLY WITH STANDARDS REFERENCED IN NOTE #1.4. FOR COLOR COMBINATIONS AND/OR LETTERING SIZE, REFER TO THE VIRGINIASUPPLEMENT TO THE MUTCD.5. ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH PROPOSED PAVEMENTMARKINGS SHALL BE COMPLETELY ERADICATED.6. LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL BE MODIFIED INTHE FIELD TO INSURE THAT PROPOSED PAVEMENT MARKINGS CONTINUE UNTIL EXISTINGPAVEMENT MARKINGS CAN BE MATCHED.SIGNING AND PAVEMENT MARKING NOTESCONCRETE SIDEWALKN.T.S.11/11/15VER 1-2%4" 4000 PSI VDOT A3 CONCRETE4" SUBBASE (21-A STONE)WIDTH VARIESSEE SITE PLANCOMPACTEDSUBGRADE(COMPACTED TO 95%DENSITY AT OPTIMUMMOISTURE CONTENTVDOT VTM-1 METHOD)6x6 WWMW2.9/2.9PARKING LOTNOT TO SCALETYPICAL PAVEMENT SECTION6.0" SUBBASE VDOT STD. 21B1.5" SM-12.5A SURFACE COURSEVDOT VTM-1 METHOD)AT OPTIMUM MOISTURE CONTENT(COMPACTED TO 95% DENSITYCOMPACTED SUBGRADEOF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.2" IM-19.0A INTERMEDIATE COURSE03/28/2025