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Home My WebLink About36-24 Site Plan01COVER SHEET AS SHOWNTREX BUILDING 1 EXPANSIONSITE DEVELOPMENT PLANBACK CREEK MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASP #36-24Gas:Washington 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) 868-1061UTILITY 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 OWNERBLACKBURN COMMERCE CENTER I LC1057 MARTINSBURG PIKEWINCHESTER, VA 22603-5409(540) 667-7700DEVELOPERGRAYSTONE CORPORATION OF VIRGINIAP.O. BOX 2530WINCHESTER, VA 22604(540) 667-7700Power:Shenandoah Valley Electric Coop.3463 Valley PikeWinchester, VA 22602(540) 450-2051TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-24327019DATEAPPROVALZONING ADMINISTRATOR SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL151 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:LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSheetNumberSheet TitleRevsionNoRevison Date01Cover Sheet0702/20/202502General Notes0110/18/202403Boundary and Existing Topography0412/10/202404Demo Plan0412/10/202405E&S Phase I0210/23/202406E&S Sediment Basin - 1 Details0210/23/202407E&S Phase II0210/23/202408E&S Narrative 09E&S Details 10E&S Details 11Overall Layout0702/20/202512Geometry Plan0702/20/202513Geometry Plan0110/18/202414Utility Plan0512/20/202415Utility Plan0512/20/202415AOverall Frerderick Water Easement Plan0512/20/202416Grading Plan0412/10/202417Grading Plan0412/10/202418Signage, Striping & Pavement Plan 19Water Quality Map0601/24/202520Water Quality Details0412/10/202421Water Quality BMP Details0412/10/202421AADS BMP Details0412/10/202422Water Quality BMP Details0412/10/202423SWM Plan0412/10/202424SWM Details0412/10/202425Storm Sewer Profiles & Computatins 26Waterline Profiles & Frederick Water Details0412/10/202427Site Details 28VDOT Details 29Landscape Plan 30Landscape Plan 31Life Safety Plan 32Lighting Plan0110/18/2024Plan RevisionsRev NoRev DateComment0110/18/2024Planning Comments, Updated Project Information, BRLs & SPGP Note for clarity0210/23/2024Adjusted E&S Sheets silt fence and orange safety fence0311/07/2024Revised WQ detail per Client0412/10/2024Frederick Water and Public Works Comments and Wetland Disturbance0512/20/2024Private Sanitary Sewer Easement Note Added to Utility Plan and Easement Plan Sheets0601/24/2025DEQ Comments0702/20/2025Adjusted BRLs on Lot 4C (TM 63-A-58E) per Zoning & Subdivision Administrator02/20/2025 N/A0GENERAL NOTESRHY. NR.DDWH0110/1/0TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIA10/11/0TTC/JMMSP 60111 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 60 THOHSKRQH: 0 661 FD[: 0 ZZZ.JUHHQZD\HQJ.FRP 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: WINCHESTER VA MARTINSBURG WV LEGENDPROPOSED 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. 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ODWHV* TAKEN FROM ITE TRIPGEN WEB BASED APP VERSION 6.0 11TH EDITIONTIME PERIODWHHNGD\02/20/2025 G R I D M E R I D I A N V A N O R T H Z O N E N A D 8 3 151 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: WINCHESTER, VA & MARTINSBURG, WV BOUNDARY AND EXISTING TOPOGRAPHYRev. No.Date0412/10/2024TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1 100 0310/11/2024TTC/JMMSP #36-24327019SURVEY AND TOPOGRAPHIC INFORMATION2. Hori]ontal and vertical control sXrveys wereDated:3. Topographic mapping perIormed Ey:1. BoXndary sXrvey was perIormed Ey:perIormed Ey:DateDated:GREENWAY ENGINEERING08/05/2024GREENWAY ENGINEERING08/05/2024GREENWAY ENGINEERING08/05/2024NOTES:1.WETLANDS SHOWN PER FIELD DELINEATION COMPLETED ON 04/29/2024 BY GREENWAYENGINEERING AND HAVE NOT BEEN APPROVED BY THE U.S. CORPS OF ENGINEERS AND/ORTHE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY.2.PROPOSED IMPACTS TO THE WETLANDS SHOWN WILL REQUIRE APPROPRIATE PERMITS BEOBTAINED FROM THE U.S. ARMY CORPS OF ENGINEERS AND THE VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY PRIOR TO WETLAND DISTURBANCE.3.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSESIN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVEUTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANSAND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TODETERMINE THE BEST COURSE OF ACTION.4.EXISTING INFORMATION SHOWN IS A COMBINATION OF FIELD AS-BUILT AND DESIGN CAD FILESPROVIDED BY OTHERS.02/20/2025 EX. TREX BUILDING 1EX. TREX BUILDING 2EX. TRUC. SCALETO BE RELOCATED(BY OTHERS)EX. FH TO BE REMOVED - SEE UTILITY PLAN(COORDINATE RELOCATION WITH WITHFREDERIC. WATER INSPECTOR)(SEE NOTES 4 5 THIS SHEET)EX. BIO-RETENTION(TO BE REMOVED)EX. BIO-RETENTION (TO BE REMOVED)EX. BIO-RETENTION (TO REMAIN)EX. 13 PAR.ING SPACES(TO BE REMOVED)EX. 6 TRAILER DROPS(TO BE REMOVED)EX. W4 SWALE(TO BE REMOVED)EX. STOCKPILE(SEE NOTE 1)EX. BIO-RETENTION(TO BE REMOVED)EX. RIP-RAP (TO BE REMOVED)EX. RIP-RAP (TO BE REMOVED)EX. STORM SEWER(TO BE REMOVED)EX. STORM SEWER(TO BE REMOVED)EX. STORM SEWER(TO BE REMOVED)EX. SIDEWAL.(TO BE REMOVED)EX. SIDEWAL.(TO BE REMOVED)EX. PAVEMENT(TO BE REMOVED)EX. STOOP(TO BE REMOVED)PROP. FHLOCATIONFIRE HYDRANT RELOCATION TO BECOORDINATED WITH FREDERIC. WATERINSPECTOR. RELOCATE FIRE HYDRANT ATBEGINNING OF CONSTRUCTION TO MAINTAINEX. FIRE HYDRANT COVERAGE.EX. CURB(TO BE REMOVED)CONTRACTOR TO CONNECT TO EXISTINGWATERLINE AT APPROXIMATELY THISLOCATION. (SEE NOTE 3 THIS SHEET)EX. STAIRS ANDSIDEWAL.(TO REMAIN)FALSE BUILDINGFRONT ANDFENCING(TO BE REMOVED)APPROX. LOC.EX. 12" WLEX. STOOP(TO BE REMOVED)EX. FREDERIC. WATERESMT.INST. 150012275EX. FREDERIC. WATERESMT.INST. 150012275APPROX. LOC. EX. 12"WLEX. FREDERIC. WATER ESMT.INST. 150012275151 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 R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIA OFFICES IN: WINCHESTER, VA MARTINSBURG, WV1" = 50'04DEMO PLANRHY. NR.DDWH0412102024BAC. CREE. MAGISTERIAL DISTRICT FREDERIC. COUNTY, VIRGINIA10112024TTC-MMSP 36-24327019TREX BUILDING 1 EXPANSIONSCALE: 1" = 50'5025050100LEGENDPAVEMENT TO BE REMOVED ( 49,238 SF)WATERLINES UTILITIES TO BE REMOVED (734 LF)BIO-RETENTOIN TO BE REMOVED ( 48,610 SF)STORM CULVERTS TO BE REMOVED (1,037 LF)NOTES:1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCEPURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BYTHE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTSBETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BENOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.2.EX. STOC.PILE MATERIAL TO BE USED AS BAC.FILL. LEFT OVER MATERIAL TO BESPREAD IN LOCATION SHOWN OF PLANS.3.CONTRACTOR SHALL CONNECT TO BELL UNLESS OTHER METHOD IS APPROVED BY THEFREDERIC. WATER INSPECTOR AND FURNISH SALVAGED WATERLINE MATERIALS TOTHE FREDERIC. WATER INSPECTOR IF RE4UESTED.4.A TEMPORARY FIRE HYDRANT MAY NEED TO BE INSTALLED TO MAINTAIN FIRE HYDRANTCOVERAGE DURING CONSTRUCTION PRIOR TO RELOCATION DEPENDING ONCONSTRUCTION SE4UENCING.5.EXISTING UNUSED WATER AND AS APPLICABLE SANITARY SEWER FACILITIES SHALL BEREMOVED BY CONTRACTOR IN THEIR ENTIRETY AND FURNISHED TO THE FREDERIC.WATER INSPECTOR AS DIRECTED. MATERIALS CANNOT BE REUSED.WATER MAIN CONNECTION NOTES:CONTRACTOR SHALL:1.TEST PIT THE EXISTING MAINS PER FREDERIC. WATER INSPECTOR'SRE4UIREMENTS.2.INSTALL -OINT RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERIC.WATER RE4UIREMENTS PRIOR TO SHUT DOWN.3.PREPARE WOR. AS FAR IN ADVANCE AS POSSIBLE TO MINIMI=E SHUT DOWN TIME.4.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TAS.S PER FREDERIC.WATER INSPECTOR'S RE4UIREMENTS5.PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERIC. WATERINSPECTOR. FIREWATCH, NIGHT TIME WOR. ETC. MAYBE RE4UIRED.6.SCHEDULE A SHUTDOWN WITH THE FREDERIC. WATER INSPECTOR, FREDERIC.COUNTY FIRE MARSHALL, AND ALL AFFECTED CUSTOMERS AT LEAST (7) DAYS INADVANCE, AND MA.E PREPARATIONS AS RE4UIRED BY ALL PARTIES.02/20/2025 CELCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGIPDDDDLCGOPSAFSAFSAFSB #1DDDDSSFSFSSFSFSAFSSFNO IMPACTS ARE PROPOSED TOWETLANDS WITH PHASE I E&S(SEE NOTES 1 & 2)DO NOT INSTALL CONTROLS INWETLANDS UNTIL PERMIT ISOBTAINED.DO NOTDISTURBUNTIL E&SCONTROLSARE IN PLACEAREA TO SB #1DA=7.92 A.C.LOWER EX. RISERTOP TO 788.3DIVERT EX. BLDG 2AREA TO EXCULVERTSTOCKPILE AREADO NOT DISTURB EXISTING BIO-RETENTION BMPEX. SCALE IS ELEVATED.CONTRACTOR TO MAINTAINPOSITIVE DRAINAGE TO SEDIMENTBASIN.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: WINCHESTER, VA & MARTINSBURG, WV1" = 80'05E&S PHASE IRev. No.Date0210/23/2024BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-24327019TREX BUILDING 1 EXPANSIONCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERNOTE:1.WETLANDS SHOWN PER FIELD DELINEATION COMPLETED ON 04/29/2024 BY GREENWAYENGINEERING AND HAVE NOT BEEN APPROVED BY THE U.S. CORPS OF ENGINEERSAND/OR THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY.2.PROPOSED IMPACTS TO THE WETLANDS SHOWN WILL REQUIRE APPROPRIATE PERMITSBE OBTAINED FROM THE U.S. ARMY CORPS OF ENGINEERS AND THE VIRGINIADEPARTMENT OF ENVIRONMENTAL QUALITY PRIOR TO WETLAND DISTURBANCE.3.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIALDWELLINGS, RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORTFOR MINIMUM CONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BEPLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITHTHE DEVELOPER'S GEOTECHNICAL ENGINEER.4.PERIMETER CONTROLS ARE TO BE COMPLETELY INSTALLED PRIOR TO STARTINGCONSTRUCTION OF SEDMIENT TRAPS AND SEDIMENT BASINS5.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADED6.FOR OUTLET PROTECTION COMPUTATIONS SEE SHEET 25.FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!1608004080SCALE: 1" = 80'TEMPORARY GRAVELCONSTRUCTION ENTRANCESUPER SILT FENCECULVERT INLET PROTECTIONROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.083.203.053.183.02LCGOPCIPSSFSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGTEMPORARYDIVERSION DIKE3.09DDCOMPOST FILTER SOCK(SEE FILTREX DETAIL)CFSCRITICAL AREA - WETLANDS OR EXISTINGUNDERGROUND UTILITIES IN THE AREA (SANITARYAND GAS). CONTRACTOR TO TEST PIT ANDCOORDINATE ANY RELOCATION NEEDS WITHRESPECTIVE UTILITY PROVIDER AND ENGINEER.INITIALLIMITS OF CLEARING & GRADINGILC02/20/2025 OPLCGLCGLCG8660SS8660SSSAFSAFSF788786784SC 250 LINING BYNA GREEN ORAPPROVEDEQUIVALENTEMERGENCYSPILLWAYELEVATION 786.60WIDTH 20'783788786784783 783784786788 WET STORAGE784.60DRY STORAGE785.60DESIGN HIGH WATER(25YR STORM) = 787.004" ORIFICESEDIMENTCLEAN OUTLEVEL 783.6010.0'VDOT CL A1 RIPRAP 18" THICK20.0'788788788788DDDDDDIPSFSFSFSFSAF151 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: WINCHESTER, VA & MARTINSBURG, WVAS SHOWN06E&S SEDIMENT BASIN - 1 DETAILSRev. No.Date0210/23/2024BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-24327019TREX BUILDING 1 EXPANSION603001530SCALE: 1" = 30'SEDIMENT BASIN #1 LAYOUTSCALE 1"=30'CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERFOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!NOTE:1.WETLANDS SHOWN PER FIELD DELINEATION COMPLETED ON 04/29/2024 BY GREENWAYENGINEERING AND HAVE NOT BEEN APPROVED BY THE U.S. CORPS OF ENGINEERS AND/OR THEVIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY.2.PROPOSED IMPACTS TO THE WETLANDS SHOWN WILL REQUIRE APPROPRIATE PERMITS BEOBTAINED FROM THE U.S. ARMY CORPS OF ENGINEERS AND THE VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY PRIOR TO WETLAND DISTURBANCE.3.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS,RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUMCONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED IN ACCORDANCEWITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'S GEOTECHNICALENGINEER.4.PERIMETER CONTROLS ARE TO BE COMPLETELY INSTALLED PRIOR TO STARTING CONSTRUCTIONOF SEDMIENT TRAPS AND SEDIMENT BASINS5.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADED20'EMERGENCY SPILLWAYNOT TO SCALE1.40'3:13: 1 TOP OF BERM = 788.0028.4'ELEV = 786.60SCS 250MATTING BYNA GREEN ORAPPROVEDEQUIV.02/20/2025 SSFSSFLCGLCGLCGLCGLCGLCGLCGLCGLCG1233A1144A4B5678OPOP10OPTO STR. #DA=0.41 AC.C=0.1TO STR. #DA=0.86 AC.C=0.61TO STR. #4DA=. AC.C=0.EX. ROOFDRAINSDA=.4 AC.C=0.0EX. ROOFDRAINSDA=.1 AC.C=0.0TO STR. #DA=1. AC.C=0.RD 10 TOSTR. #DA=0.44 AC.C=0.0RD 104 TOSTR. #DA=0.88 AC.C=0.0RD 10 TO STR. #10DA=0.88 AC.C=0.0RD 101 TOSTR. #11DA=0.8 AC.C=0.0IPIPIPIPIPIPIPIPEX. ROOF DRAINSTO STR. EX. DA=1.1 AC.C=0.0912LCG1314EX TO BIO-RETENTIONB DA=1.8 AC.C=0.SFEX. WETLANDSTO BE REMOVED(3,225.96 SF/ 0.07 AC.)DO NOT DISTURBUNTIL PERMIT HASBEEN OBTAINED.78878677877 6 780 782784778780782784786788788790788786 794794792 806804802800798796794802806802802798800 796 794776SFTO STR. #6DA=0.4 AC.C=0.1TO STR. #8DA=0.84 AC.C=0.6OPSAFSAFSSFSAFSSFTO STR. #4BDA=0.1 AC.C=0.4STOCKPILE AREADO NOT DISTURB EXISTING BIO-RETENTION BMPSF11 :LQG\ HLOO LDQH :LQFKHVWHU VLUJLQLD 60 THOHSKRQH: 40 66-418 FD[: 40 -8 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA :EST VIRGINIA OFFICES IN: :INCHESTER VA MARTINSBURG :V1" = 80'0E S PHASE IIRHY. NR.DDWH010//04BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIA10/11/04TTC/-MMSP #6-401TREX BUILDING 1 EXPANSIONCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERFOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !!1608004080SCALE: 1" = 80'TEMPORARY GRAVELCONSTRUCTION ENTRANCESUPER SILT FENCECULVERT INLET PROTECTIONROCK CHECK DAMSSILT FENCELIMITS OF CLEARING GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION.08.0.0.18.0LCGOPCIPSSFSFCECDSAFETY FENCE.01SAF.PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION.0.6B/MSOIL STABILI=ATIONBLANKETS MATTINGEROSION/SEDIMENT CONTROL LEGENDTEMPORARY SEDIMENT BASIN.14SB.1TSTEMPORARY SEEDINGTEMPORARYDIVERSION DIKE.0DDCOMPOST FILTER SOCKSEE FILTREX DETAILCFSCRITICAL AREA - :ETLANDS OR EXISTINGUNDERGROUND UTILITIES IN THE AREA SANITARYAND GAS. CONTRACTOR TO TEST PIT ANDCOORDINATE ANY RELOCATION NEEDS :ITHRESPECTIVE UTILITY PROVIDER AND ENGINEER.INITIALLIMITS OF CLEARING GRADINGILCNOTE:1.:ETLANDS SHO:N PER FIELD DELINEATION COMPLETED ON 04//04 BYGREEN:AY ENGINEERING AND HAVE NOT BEEN APPROVED BY THE U.S.CORPS OF ENGINEERS AND/OR THE VIRGINIA DEPARTMENT OFENVIRONMENTAL 4UALITY..PROPOSED IMPACTS TO THE :ETLANDS SHO:N :ILL RE4UIREAPPROPRIATE PERMITS BE OBTAINED FROM THE U.S. ARMY CORPS OFENGINEERS AND THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL 4UALITYPRIOR TO :ETLAND DISTURBANCE..FOR FILLS IN AREAS OF PROPOSED STRUCTURES ROAD:AYS RESIDENTIALD:ELLINGS RETAINING :ALL ECT. PLEASE SEE CURRENT GEOTECHNICALREPORT FOR MINIMUM CONTROLLED FILL RE4UIREMENTS. ALL CONTROLLEDFILLS SHALL BE PLACED IN ACCORDANCE :ITH THE GEOTECHNICAL REPORTAND COORDINATED :ITH THE DEVELOPER'S GEOTECHNICAL ENGINEER.4.PERIMETER CONTROLS ARE TO BE COMPLETELY INSTALLED PRIOR TOSTARTING CONSTRUCTION OF SEDMIENT TRAPS AND SEDIMENT BASINS.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADED6.FOR OUTLET PROTECTION COMPUTATIONS SEE SHEET .02/20/2025 08E&S NARRATIVE AS SHOWNTREX BUILDING 1 EXPANSION ---- BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-24327019151 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date TREX BUILDING 1 EXPANSION - EROSION AND SEDIMENT CONTROL NARRATIVEDescription: The Project development will consist of the construction of a 112,840 sf. addition to an existingwarehouse with additional parking and trailer parking with related utilities The property is zoned M1 and islocated on the south side of Apple Valley Road in the Coca-Cola Business Park, approximately 0.4 miles eastof US Route 11 in Frederick County Virginia. 11.55 acres will be disturbed for this construction which includesareas in E&S and SWM installation.Date of construction: Construction may begin following plan approval and the submission and approval of allrequired Slope Stability Analyses. The project will take approximately twelve (12) months to complete.Existing site conditions: The proposed site is developed with existing buildings, parking and SWM/ WQfeatures. The site drains to the northeast to a field containing wetlands, an overgrow pasture with trees andbrush and an existing farm pond before crossing Apple Valley Road and draining to Hoge Run.Adjacent areas: The site is bounded on the north by Apple Valley Road (RT 652) and residential property zonedRA, to the south by VA RT 37, the east by industrial use zoned M1 and to the west by vacant land zoned M1.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 soils map thissheet.Critical areas: Delineated stream/wetlands are designated as critical areas. Disturbance around all critical areasshould be kept to a minimum and protected by the E&S control measures and safety fence as shown on theplan. There are also existing underground utilities in the area (sanitary, waterlines and gas), contractor to testpit and coordinate any relocation needs with respective utility provider and engineer.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion andsediment control measures shall be constructed and maintained according to the minimum standards andspecifications 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 minimize sedimentcarried onto roadway.Install silt fence (3.05) as shown on the plans to intercept and detain small amounts of sediment from disturbedareas during construction in order to prevent sediment from leaving the site.Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to the sedimenttrapping structures.Install diversion (3.12) as shown on the plans to reduce the slope length and to intercept and divert stormwaterrunoff to stabilized outlets at non-erosive velocites.Install Temporary Sediment Trap (3.13) as shown on plans to detain sediment-laden runoff from small disturbedareas long enough to allow the majority of the sediment to settle out.Install Temporary Sediment Basin (3.14) as shown on plans to detain sediment-laden runoff from disturbedareas in "wet" and "dry" storage long enough for the majority of the sediment to settle out.Install Stormwater Conveyance Channel (3.17) as shown to provide for the conveyance of concentratedsurface runoff water to a receiving channel or system without damage from erosion.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 concentrated stormwater flowsand 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 (3:1 or 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 fills slope whichhave been brought to final grade and seeded to protect from rill and gully erosion.Phase II:Phase I controls shall remain into Phase II for the duration of the project or until drainage area is stabilized. ALLareas to be stabilized 100% prior to installation of bioretention basins.Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering storm drainagesystems prior to permanent stabilization of the disturbed area.Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4. Contractor shallredirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff tosediment traps or sediment basins.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)and as needed to stabilize disturbed areas.Once site is fully built and stabilized sediment trap #1 and sediment basin #1 to be removed and areas to bepermanently seeded.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after finalgrade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) daysto denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days.Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year.Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporaryvegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded andmulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after constructionErosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to finalgrade and seeded to protect from rill and gully erosion.MINIMUM 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 necessary toprovide 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 be separatedevelopment projects. Instead, the development, as a whole, shall be considered to be asingle development project. Hydrologic parameters that reflect the ultimate developmentcondition 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 or man-madechannels shall satisfy the flow rate capacity and velocity requirements for natural orman-made channels if the practices are designed to (i) detain the water quality volumeand to release it over 48 hours; (ii) detain and release over a 24-hour period the expectedrainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flowrate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than orequal to the peak flow rate from the site assuming it was in a good forested condition,achieved through multiplication of the forested peak flow rate by a reduction factor that isequal to the runoff volume from the site when it was in a good forested condition dividedby the runoff volume from the site in its proposed condition, and shall be exempt from anyflow rate capacity and velocity requirements for natural or man-made channels as definedin any regulations promulgated 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 9VAC25-870-66of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed tosatisfy the requirements of this subdivision 19.Management Strategies:Construction shall be sequenced such that grading operations will begin and end as quickly as possible.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, seededand mulched within five (5) days after backfilling. No more than 500 feet are to be open at any 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, at whichtime 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 to controlerosion and contain sediment on site. All measures shall be installed according to the standards andspecifications 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:All control measures shall be inspected daily by the site superintendent or his representative and within24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damagedstructural measures are to be repaired by the end of the day. Seeded areas shall be checked regularlyto ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as neededuntil 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 atall 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 sediment control devices only. (See sheet 4)4.Install silt fence first.5.Install by-pass channel first then install sediment trap #1 and sediment basin #16.Placement of sediment control devices.7.Obtain inspector's approval prior to beginning grading operations.8.Clear and grub main area of site protected by installed E&S controls. Only clear areas required forconstruction. See sheet 5.Phase II9.Rough grade remainder of site.10.Install drainage devices and stormwater management pond with sediment controls.11.Contractor to install riser pipes for Structures 2, 5, 6 & 8 to base of media with inlet protection toprovide drainage of BMP areas. (risers to be completed upon final stabilization of the site with BMPMedia)12.Once storm sewer run 1 - 8 is installed the temporary by-pass channel can be removed.13.As project progresses add inlet and outlet protection as shown on sheet 7.14.Final grading. (Note: excavation for bioretention areas is allowed, but no media is to be placed inthese areas until all drainage areas are stabilized. Compaction to be kept to a minimum in theseareas.)15.Restoration and stabilization of disturbed areas.16.Remove erosion and sediment control measures with the approval of the inspector. ALL areas to bestabilized 100% prior to installation of bioretention basins.17.After site is completed and stabilized install / finalize bioretention basins with media and plantings.Note: The Frederick County Public Works and Engineering Department retain the right to add and/ormodify these erosion and sediment control measures during the construction process, withinreason, to ensure adequate protection to the public and the environment.Seeding schedule (soil stabilization):11.All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.12.Spread topsoil at a minimum depth of four (4) inches.13.Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 squarefeet (2 tons per acre).14.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).15.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red TopClover.16.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 construction traffic.2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet andrepeated as needed to control dust.02/20/2025 09E&S DETAILS N/ATREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-24327019151 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date 102101100FLOWFLOW2"x2" WOODEN STAKESPLACED @ 10' O.C.COMPOST FILTERSOCKEXISTINGCONTOURSUNDISTURBED AREAPLAN VIEWCOMPOST FILTERSOCK2" x 2" WOODEN STAKESPLACED @ 10' O.C.BLOWN / PLACEDFILTER MEDIAUNDISTURBED AREADISTURBED AREASECTION VIEWNOTES:1.COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCKSHALL BE EXTENDED AT LEAST 8' UP SLOPE AT 45° TO THE MAIN SOCK ALIGNMENT.2.TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.3.ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHTOF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.4.SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALLBE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURSOF INSPECTION.5.BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKSAFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'SRECOMMENDATIONS.6.UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THESOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESHSHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.7.COMPOST SHALL MEET THE FOLLOWING STANDARDS OR APPROVED MANUFACTURER'SRECOMMENDATIONS.ORGANIC MATTER CONTENTORGANIC PORTIONPhMOISTURE CONTENTPARTICLE SIZESOLUBLE SALT CONCENTRATION80% - 100% (DRY WEIGHT BASIS)FIBROUS AND ELONGATED5.5 - 8.035% - 55%98% PASS THROUGH 1" SCREEN5.0 dS MAXIMUMCOMPOST FILTER SOCKDISTURBED AREA12" MIN.TABLE 4.2Material Type3 mil HDPE5 mil HDPE5 mil HDPEMulti-FilamentPolypropylene(MFPP)Heavy DutyMulti-FilamentPolypropylene(HDMFPP)MaterialCharacteristicsPhoto-degradablePhoto-degradableBio-degradablePhoto-degradablePhoto-degradable12"18"24"32"12"18"24"32"12"18"24"32"12"18"24"32"12"18"Sock DiametersMesh Opening3/8"3/8"3/8"3/8"1/8"Textile Strength26 psi26 psi44 psi202 psi100% at1000 hr.100% at1000 hr.23% at1000 hr.23% at1000 hr.UltravioletStability %Original Strength(ASTM G-155)2 years1 year6 months9 months6 monthsMinimumFunctionalLongevityTwy-ply systemsInner Containment NettingComposite Polypropylene Fabric(Woven layer & non-woven fleecemechanically fused via needle punch)HDPE biaxial netContinuously woundFusion-welded junctures3/4" x 3/4" Max. aperture sizeOuter Filtration Mesh3/16" Max. aperture sizeSock fabrics composed of burlap may be used on projects lasting 6 months or less.Table 4.1COMPOST SOCK FABRIC MINIMUM SPECIFICATIONSFiltrexx & JMD02/20/2025 10E&S DETAILS N/ATREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-24327019151 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date 02/20/2025 35.9' (BUILDING REAR)64.8' (BUILDING SIDE)G R I D M E R I D I A N V A N O R T H Z O N E N A D 8 3PROPOSED TREX BUILDING 1 ADDITION112,840 SF440.1' (BUILDING FRONT)319.5' (PARKING FRONT)14.3' (PARKING SIDE)135.2' (BUILDING SIDE)75.2' (PARKING SIDE)23.1' (PARKING REAR)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: WINCHESTER, VA & MARTINSBURG, WV OVERALL LAYOUTRev. No.Date0702/20/2025TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1 100'1110/11/2024TTC/JMMSP #36-24327019Required Setbacks Provided SetbacksFront:75'Front:440.1'Side:25'Side: 64.8'Rear:25'Rear: 35.9'Parking SetbacksProvided Parking SetbacksFront:10' Front: 319.5'Side:5'Side: 14.3'Rear:5'Rear: 23.1' Sign Setbacks - No New Signs proposed with this plan02/20/2025 312'320'CG-6RCG-6R E;TERIOR AREAOF REFUGEACCESSSTAIRS(TYP)5' x 5' CONCPAD (TYP)8' SHOULDER4' GRAVEL/4' GRASS (TYP)R=4'R=4'R=10'R=10'R=5'R=5'R=5'R=5'R=30'R=100'R=124'R=48'R=57'R=5'24'CG-6RCG-6RCG-2T8' SHOULDER4' GRAVEL/4' GRASS (TYP)8' SHOULDER4' GRAVEL/4' GRASS (TYP)RELOCATED TRUCK SCALE(BY OTHERS)18'18'R=4 0 'EPEPEPEPEPEPEPEP13' TYP135'EPMEET & MATCHEX. PVM'TMEET & MATCH EX.PVM'T5' S/W (INCLUDES TOP OF CG-6R CURB)0EET 0ATCHE;. P90'T CURBCG-6R PROP. 9ARIABLEACCESS ES0TPROP. 9ARIABLEACCESS ES0TCG-6RR=25'27'R=4 0 'PROPBOLLARD(TYP)MECHANICALROOMEPCG-6RCG-6RPROP.9ARIABLEACCESSES0TPROP. 9ARIABLEACCESS ES0T53' TYP11' TYPR=20'MEET &MATCHEX. PVM'TMEET &MATCH EX.PVM'T370'260'LIGHTFIXTURE(TYP)135'LIMITS OFDISTURBANCE(TYP)24' 19'78'104'125'LOADINGDOCK DOOR(TYP)LIGHTFIXTURE(TYP)TRE; BUILDING 1PROPOSED ADDITION112840 SFFFE = 73.00E;TERIOR AREAOF REFUGER=5'R=4'R=4'20' TYP24'40' TYP24'20' TYP9'TYP20' TYP24'60' LOADING DOC.60' TYP75'49'83'75'90'52'47'78'78'71'9'TYP 9'TYP9'TYP 3 - 10' x 18'PARKINGSPACESTAN. PADPROPOSEDSW0 POND24'24'PROP BOLLARD(TYP)R=30'R=20'MEET &MATCH EX.PVM'TLIMITS OFDISTURBANCE(TYP)R=10'R=2'R=2'R=2'R=2' R=5'R=100'R=30'R=20'EPWHEEL STOPCG-2CG-2EP151 WLQG\ HLOO LDQH WLQFKHVWHU 9LUJLQLD 22602 THOHSKRQH: (540) 662-4185 FD[: (540) 722-528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SER9ING 9IRGINIA WEST 9IRGINIA OFFICES IN: WINCHESTER 9A 0ARTINSBURG W9RHY. NR.DDWH0702/20/20251" = 30'GEO0ETRY PLAN TRE; BUILDING 1 E;PANSION BAC. CREE. 0AGISTERIAL DISTRICT FREDERIC. COUNTY 9IRGINIA10/11/202412TTC/-00SP 36-24327010ATCH LINE-SHEET 13NOTES:1.WETLANDS SHOWN PER FIELD DELINEATION CO0PLETED ON 04/2/2024 BYGREENWAY ENGINEERING AND HA9E NOT BEEN APPRO9ED BY THE U.S.CORPS OF ENGINEERS AND/OR THE 9IRGINIA DEPART0ENT OFEN9IRON0ENTAL 4UALITY.2.PROPOSED I0PACTS TO THE WETLANDS SHOWN WILL RE4UIREAPPROPRIATE PER0ITS BE OBTAINED FRO0 THE U.S. AR0Y CORPS OFENGINEERS AND THE 9IRGINIA DEPART0ENT OF EN9IRON0ENTAL 4UALITYPRIOR TO WETLAND DISTURBANCE.3.CONTRACTOR SHALL CONFIR0 LOCATION OF TRACTOR TRAILER CONCRETEDOLLY PADS WITH THE OWNER/DE9ELOPER PRIOR TO CONSTRUCTION TOENSURE LOCATION IS ACCEPTABLE.4.PROPOSED BUILDING 0OUNTED SIGNS SHALL BE RE9IEWED AND APPRO9EDWITH THE FREDERIC. COUNTY BUILDING PER0IT. ANY BUSINESS SIGNS(FREESTANDING OR 0ONU0ENT) SHALL BE RE9IEWED AND APPRO9ED BYFREDERIC. COUNTY PLANNING DEPART0ENT PRIOR TO INSTALLATION.5.POWER CO00UNICATIONS AND GAS UTILITIES ARE SHOWN HERE FORREFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OFTHESE SYSTE0S ARE BY THE RESPECTI9E UTILITY CO0PANY PRO9IDINGTHE SER9ICE. IF ANY CONFLICTS BETWEEN THE CI9IL PLANS AND THEUTILITY CO0PANY PLANS THE ENGINEER 0UST BE NOTIFIED I00EDIATELYTO DETER0INE THE BEST COURSE OF ACTION.02/20/2025 Level 2 BioretentionCG-2T 8' SHOULDER4' GRAVEL/4' GRASS (TYP)R=40'EPEPEP EP13'TYP135'PROP. VARIABLEACCESS ESMTR=40'EPEP 53' TYP 11' TYP 8' SHOULDER4' GRAVEL/4' GRASS (TYP)R=20'MEET &MATCHEX. PVM'TMEET &MATCH EX.PVM'TMEET &MATCH EX.PVM'T260'135'LIMITS OFDISTURBANCE(TYP)LIMITS OFDISTURBANCE(TYP)12' CONC DOLLY PAD (SEE NOTE)60' LOADING DOCK60' TYP 75'52'47'78'78'71'PROP BOLLARD(TYP)53' TYP 11' TYP 135'TREX BUILDING 1PROPOSED ADDITION112,840 SFFFE = 793.00Level 2 BioretentionPROPOSED STOCKPILE AREA(CONTRACTOR TO HOLD EXISTINGDRAINAGE PATTERNS, MAINTAIN SHEETFLOW TO EXISTING DOWN SLOPE AREASAND RETURN DISTURBED AREAS TOORIGINAL GROUND COVER.)R=20'EP 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date0110/18/20241 = 30'GEOMETRY PLAN TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/202413TTC/JMMSP #36-24327019MATCH LINE-SHEET 12 NOTES:1.WETLANDS SHOWN PER FIELD DELINEATION COMPLETED ON 04/29/2024 BYGREENWAY ENGINEERING AND HAVE NOT BEEN APPROVED BY THE U.S.CORPS OF ENGINEERS AND/OR THE VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY.2.PROPOSED IMPACTS TO THE WETLANDS SHOWN WILL REQUIREAPPROPRIATE PERMITS BE OBTAINED FROM THE U.S. ARMY CORPS OFENGINEERS AND THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITYPRIOR TO WETLAND DISTURBANCE.3.CONTRACTOR SHALL CONFIRM LOCATION OF TRACTOR TRAILER CONCRETEDOLLY PADS WITH THE OWNER/DEVELOPER PRIOR TO CONSTRUCTION TOENSURE LOCATION IS ACCEPTABLE.4.PROPOSED BUILDING MOUNTED SIGNS SHALL BE REVIEWED AND APPROVEDWITH THE FREDERICK COUNTY BUILDING PERMIT. ANY BUSINESS SIGNS(FREESTANDING OR MONUMENT) SHALL BE REVIEWED AND APPROVED BYFREDERICK COUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.5.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FORREFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OFTHESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDINGTHE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THEUTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELYTO DETERMINE THE BEST COURSE OF ACTION.02/20/2025 PROP 20' WIDEFREDERICKWATER ESM'T.PROP 20' WIDEFREDERICKWATER ESM'T.200' RADIUSPROP BOLLARD(TYP)13423ARD1004A4B5678RD101RD102RD1031-12"x6" TEE, 1-6" G.V.FH ASSEMBLY109PROP. 12"x6" REDUCER,1-6" G.V., FH ASSEMBLY15" ROOF DRAINW/ INSERTA TEECONNECTION15" ROOF DRAIN15" ROOF DRAIN15" ROOF DRAIN8" STORM DRAINW/ INSERTA TEECONNECTION11CUT IN -12"X12" TEE 3-12" G.V., 2-12" MJLONG SOLID SLEEVES45° BENDPROP BOLLARD(TYP)PROP 20' WIDESTORM ESM'T.PROP 20' WIDESTORM ESM'T.PROP VARIABLESTORM ESM'T.CONTRACTOR TO CONNECT TOEXISTING WATERLINE ATAPPROXIMATELY THIS LOCATION.(SEE NOTE 6 THIS SHEET)PROP. 12" WATERLINE "A"PROP. 12"WATERLINE "B"CONTRACTOR TO CONNECT TOEXISTING WATERLINE ATAPPROXIMATELY THIS LOCATION.THE EX. TEE AND 3-12" GATEVALVES ARE TO REMAIN(SEE NOTE 6 THIS SHEET)TREX BUILDING 1PROPOSED ADDITION112,840 SFFFE = 793.0011+0012+0013+0010+0 0 10+0 0 PROPOSEDSWM POND43 - 24" HDPE@ 0.30%24" HDPEDI-1TOP = 790.70DI-1TOP = 790.7030" HDPEDI-1TOP = 791.50DI-7-TYPE IIITOP = 790.5036" HDPEDI-7-TYPE IIITOP = 791.5015" HD P E DI-1TOP = 789.5042" HDPEDI-7-TYPE IIITOP = 789.0042" HDPE12" HD P E CONNECT TO EX.TRENCH DRAINCONNECT TO EX.TRENCH DRAINMH-2TOP = 789.5742" - ES-142" HDPEMH-2TOP = 788.77MH-2TOP = 788.7715" HDPE18" HDPE18" - ES-1PROP 20' WIDEFREDERICKWATER ESM'T.UTILITY PLAN BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date0512/20/20241" = 30'1410/11/2024TTC/JMMSP #36-24327019WATER MAIN CONNECTION NOTES:CONTRACTOR SHALL:1.TEST PIT THE EXISTING MAINS PER FREDERICK WATERINSPECTOR'S REQUIREMENTS.2.INSTALL JOINT RESTRAINTS ON EXISTING WATER MAINPER CURRENT FREDERICK WATER REQUIREMENTS PRIORTO SHUT DOWN.3.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TOMINIMIZE SHUT DOWN TIME.4.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISHTASKS PER FREDERICK WATER INSPECTOR'SREQUIREMENTS5.PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TOTHE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHTTIME WORK ETC. MAYBE REQUIRED.6.SCHEDULE A SHUTDOWN WITH THE FREDERICK WATERINSPECTOR, FREDERICK COUNTY FIRE MARSHALL, ANDALL AFFECTED CUSTOMERS AT LEAST (7) DAYS INADVANCE, AND MAKE PREPARATIONS AS REQUIRED BYALL PARTIES.MATCH LINE-SHEET 15NOTES:1.WETLANDS SHOWN PER FIELD DELINEATION COMPLETED ON 04/29/2024 BYGREENWAY ENGINEERING AND HAVE NOT BEEN APPROVED BY THE U.S. CORPS OFENGINEERS AND/OR THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY.2.PROPOSED IMPACTS TO THE WETLANDS SHOWN WILL REQUIRE APPROPRIATEPERMITS BE OBTAINED FROM THE U.S. ARMY CORPS OF ENGINEERS AND THEVIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY PRIOR TO WETLANDDISTURBANCE.3.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCEPURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS AREBY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTSBETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUSTBE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.4.WATER AND SEWER CONNECTIONS WILL BE PROVIDED INTERNALLY FROM EXISTINGBUILDING.5.EXISTING WATERLINES ARE SHOW PER GREY WOLFE, INC. PLAN. CONTRACTOR TOVERIFY EX. WATERLINE SIZE.6.CONTRACTOR SHALL CONNECT TO BELL UNLESS OTHER METHOD IS APPROVED BYTHE FREDERICK WATER INSPECTOR AND FURNISH SALVAGED WATERLINE MATERIALSTO THE FREDERICK WATER INSPECTOR IF REQUESTED.7.WITHOUT THE CREATION OF A RECORDED PRIVATE SEWER EASEMENT TO THEBENEFIT OF PARCEL TM 63-A-58D, FREDERICK WATER CANNOT AND DOES NOTGUARANTEE THE CONTINUATION OF SEWER SERVICES TO THE PARCEL IN QUESTION.THE ABSENCE OF SUCH EASEMENT INHIBITS THE ABILITY OF THE OWNER OF THEPARCEL TO ACCESS, MAINTAIN, REPAIR, OR UPGRADE THE NECESSARYINFRASTRUCTURE. THEREFORE, ANY INTERRUPTION OR DISCONTINUATION OFSERVICE RESULTING FROM THE LACK OF LEGAL EASEMENT SHALL NOT BE THERESPONSIBILITY OF FREDERICK WATER.02/20/2025 Level 2 BioretentionLevel 2 BioretentionPROPOSED STOCKPILE AREA(CONTRACTOR TO HOLD EXISTINGDRAINAGE PATTERNS, MAINTAIN SHEETFLOW TO EXISTING DOWN SLOPE AREASAND RETURN DISTURBED AREAS TOORIGINAL GROUND COVER.)PROP 20' WIDEFREDERICKWATER ESM'T.200' RADIUS1 EXTEND EX.30" STM PIPE2RD100RD1011-12"x6" TEE, 1-6" G.V.FH ASSEMBLY1400121091413CONNECT TOEX. 30" STM PIPE15" ROOF DRAIN15" ROOF DRAINPROP STORMWATERSEPARATOR AND STORM TECHISOLATOR ROW STORM FILTER(DESIGN PER MANUFACTURER)11EXPROP BOLLARD(TYP)PROP VARIABLESTORM ESM'T.CONTRACTOR TO CONNECT TOEXISTING WATERLINE ATAPPROXIMATELY THIS LOCATION.(SEE NOTE 6 THIS SHEET)PROP. 12" WATERLINE "A"TREX BUILDING 1PROPOSED ADDITION112,840 SFFFE = 793.0011+0012+0013+00PROP VARIABLESTORM ESM'T.PROP VARIABLESTORM ESM'T.PROPOSEDSWM PONDDI-7-TYPE IIITOP = 789.00 42" HDPE MH-2TOP = 789.5742" - ES-142" HDPEMH-2TOP = 788.77MH-2TOP = 788.7715" HDPE18" HDPE 18" - ES-124" RCP III 24" - ES-113A13BBACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date0512/20/20241" = 30'1510/11/2024TTC/JMMSP #36-24327019UTILITY PLAN MATCH LINE-SHEET 14 WATER MAIN CONNECTION NOTES:CONTRACTOR SHALL:1.TEST PIT THE EXISTING MAINS PER FREDERICK WATERINSPECTOR'S REQUIREMENTS.2.INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PERCURRENT FREDERICK WATER REQUIREMENTS PRIOR TOSHUT DOWN.3.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TOMINIMIZE SHUT DOWN TIME.4.HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISHTASKS PER FREDERICK WATER INSPECTOR'SREQUIREMENTS5.PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TOTHE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHTTIME WORK ETC. MAYBE REQUIRED.6.SCHEDULE A SHUTDOWN WITH THE FREDERICK WATERINSPECTOR, FREDERICK COUNTY FIRE MARSHALL, AND ALLAFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE,AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES.NOTES:1.WETLANDS SHOWN PER FIELD DELINEATION COMPLETED ON 04/29/2024 BY GREENWAYENGINEERING AND HAVE NOT BEEN APPROVED BY THE U.S. CORPS OF ENGINEERS AND/ORTHE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY.2.PROPOSED IMPACTS TO THE WETLANDS SHOWN WILL REQUIRE APPROPRIATE PERMITS BEOBTAINED FROM THE U.S. ARMY CORPS OF ENGINEERS AND THE VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY PRIOR TO WETLAND DISTURBANCE.3.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSESIN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVEUTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANSAND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TODETERMINE THE BEST COURSE OF ACTION.4.WATER AND SEWER CONNECTIONS WILL BE PROVIDED INTERNALLY FROM EXISTING BUILDING.5.EXISTING WATERLINES ARE SHOW PER GREY WOLFE, INC. PLAN. CONTRACTOR TO VERIFY EX.WATERLINE SIZE.6.CONTRACTOR SHALL CONNECT TO BELL UNLESS OTHER METHOD IS APPROVED BY THEFREDERICK WATER INSPECTOR AND FURNISH SALVAGED WATERLINE MATERIALS TO THEFREDERICK WATER INSPECTOR IF REQUESTED.7.WITHOUT THE CREATION OF A RECORDED PRIVATE SEWER EASEMENT TO THE BENEFIT OFPARCEL TM 63-A-58D, FREDERICK WATER CANNOT AND DOES NOT GUARANTEE THECONTINUATION OF SEWER SERVICES TO THE PARCEL IN QUESTION. THE ABSENCE OF SUCHEASEMENT INHIBITS THE ABILITY OF THE OWNER OF THE PARCEL TO ACCESS, MAINTAIN,REPAIR, OR UPGRADE THE NECESSARY INFRASTRUCTURE. THEREFORE, ANY INTERRUPTIONOR DISCONTINUATION OF SERVICE RESULTING FROM THE LACK OF LEGAL EASEMENT SHALLNOT BE THE RESPONSIBILITY OF FREDERICK WATER.02/20/2025 G R I D M E R I D I A N V A N O R T H Z O N E N A D 8 3PROPOSED TREX BUILDING 1 ADDITION112,840 SFVACATED PORTION OFEX. FREDERICK WATER ESMT.INST. #150012275VACATED PORTION OFEX. FREDERICK WATER ESMT.INST. #150012275PROPOSED 20FTFREDERICK WATEREASEMENTPROPOSED 20FTFREDERICK WATEREASEMENTPROPOSED 10FTFREDERICK WATEREASEMENT ADD ONTO EXISTING 20FTEASEMENTPROPOSED 10FTFREDERICK WATEREASEMENT ADD ONTO EXISTING 20FTEASEMENTPROPOSED 30FTFREDERICK WATEREASEMENTPROPOSED 30FTFREDERICK WATEREASEMENT151 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: WINCHESTER, VA & MARTINSBURG, WV OVERALL FRERDERICK WATER EASEMENT PLANRev. No.Date0512/20/2024TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1 100 15A10/11/2024TTC/JMMSP #36-24327019LEGENDVACATED PORTION OF EX. FREDERICK WATER ESMT. INST. #150012275 EX. FREDERICK WATER ESMT. INST. #150012275 PROPOSED FREDERICK WATER EASEMENTEX. POTOMAC EDISON COMPANY ESMT. DB 720 PG 135 NOTES:1.WITHOUT THE CREATION OF A RECORDED PRIVATESEWER EASEMENT TO THE BENEFIT OF PARCEL TM63-A-58D, FREDERICK WATER CANNOT AND DOESNOT GUARANTEE THE CONTINUATION OF SEWERSERVICES TO THE PARCEL IN QUESTION. THEABSENCE OF SUCH EASEMENT INHIBITS THE ABILITYOF THE OWNER OF THE PARCEL TO ACCESS,MAINTAIN, REPAIR, OR UPGRADE THE NECESSARYINFRASTRUCTURE. THEREFORE, ANY INTERRUPTIONOR DISCONTINUATION OF SERVICE RESULTINGFROM THE LACK OF LEGAL EASEMENT SHALL NOTBE THE RESPONSIBILITY OF FREDERICK WATER.02/20/2025 TREX BUILDING 1PROPOSED ADDITION112,840 SFFFE = 793.00872EP880EP908870EP884867EP8726EP83758375930GND9213EP9126EP9102EP9165EP9172EP9193EP890EP890890EP9098EP9102EP9193EP9185EP9205EP9205EP9268EP9205EP9287EP9153EP930EP9220EP930EP9169EP9180EP9180EP9123EP9171EP9469EP9420EP9230EP997EP8848849102EP929937BP9341EP9402EP9341EP9843EP9919EP9118EP9260EP9363EP9325EP9160EP9151EP905TOP895TOP915TOP890TOP888RIM888TOP915TOP907TOP907TOP8475WEIR8475WEIR870870%3.0%3.0%3.3%1.0%1.6%1.9%1.09304EP%1.0930BLDG930BLDG930BLDG%1.0930BLDG930BLDG930BLDG930BLDG930BLDG925GND925GND930BLDG925GND925GND930BLDG925GND925GND925GND925GND925GND930GND928SW884886890923EP920EP919EP9102EP%1.7%1.59192928SW925EP928SW9215EP9213EP925EP9213EP%1.2%3.3%3.3%1.4%1.49110EP9100EP%1.29193EP9153EP9196EP9272EP930EP930EP930EP9298EP923EP9140EP9324EP8888EP9006EP9086EP8957TOP8400INV8450INV80062EP9909EP9964EP9680EP9632EPMEET &MATCHEX. CURB792792792792792792792792792792792794796798800802804806808800798794792796798786786786787787786784783785786782.5783784786788784786788788788788790790792792790790792794794792790804806802800802794804806802796800798810812794804806802796800798794796798MEET &MATCHEX. PVMTMEET &MATCHEX. PVMTMEET &MATCHEX. PVMTTAPER CURB FLUSHINTO SIDEWALK151 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date0412/10/20241 = 30 GRADING PLAN TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/202416TTC/JMMSP #36-24327019MATCH LINE-SHEET 17NOTES:1.WETLANDS SHOWN PER FIELD DELINEATION COMPLETED ON 04/29/2024 BYGREENWAY ENGINEERING AND HAVE NOT BEEN APPROVED BY THE U.S.CORPS OF ENGINEERS AND/OR THE VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY.2.PROPOSED IMPACTS TO THE WETLANDS SHOWN WILL REQUIREAPPROPRIATE PERMITS BE OBTAINED FROM THE U.S. ARMY CORPS OFENGINEERS AND THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITYPRIOR TO WETLAND DISTURBANCE.3.MOUND EARTH AROUND CONCRETE PAD. MORE THAN 2 INCHES OFCONCRETE SHOULD NOT BE REVEALED.02/20/2025 PROPOSED STOCKPILE AREA(CONTRACTOR TO HOLD EXISTINGDRAINAGE PATTERNS, MAINTAIN SHEETFLOW TO EXISTING DOWN SLOPE AREASAND RETURN DISTURBED AREAS TOORIGINAL GROUND COVER.)872EP880EP870EP870EP867EP867EP868EP8848375INV846TOP846TOP820INV867EP8726EP8724EP83758375837583758375837583758400890EP890890EP884884888RIM888TOP800INV8475WEIR8475WEIR870870870870%1.0 %1.6%1.9 %1.0 %1.0 %1.0 %1.0930BLDG930BLDG930BLDG%1.0925GND925GND 8848868908724EP8726EP%0.98888EP9006EP 9086EP8957TOP8400INV8450INV786786785784784785784785785784784785786786786786 786787787786784783 786786784788784786786785784786787786784786784782.5783782.5783783784786788784786788788788788790790792 78478478378478678885 15TOP785785EX. WETLANDS TO BEREMOVED(3,225.96 SF/ 0.07 AC.)DO NOT DISTURB UNTILPERMIT HAS BEENOBTAINED.(SEE NOTES)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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date0412/10/20241 30 GRADING PLAN TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/202417TTC/JMMSP #36-24327019MATCH LINE-SHEET 16 NOTES:1.WETLANDS SHOWN PER FIELD DELINEATION COMPLETED ON 04/29/2024 BYGREENWAY ENGINEERING AND HAVE NOT BEEN APPROVED BY THE U.S.CORPS OF ENGINEERS AND/OR THE VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY.2.PROPOSED IMPACTS TO THE WETLANDS SHOWN WILL REQUIREAPPROPRIATE PERMITS BE OBTAINED FROM THE U.S. ARMY CORPS OFENGINEERS AND THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITYPRIOR TO WETLAND DISTURBANCE.3.0.07 AC OF WETLANDS IMPACT PROPOSED WITH THIS PLAN.4.MOUND EARTH AROUND CONCRETE PAD. MORE THAN 2 INCHES OFCONCRETE SHOULD NOT BE REVEALED.02/20/2025 EX. TREX BUILDING-1PROP. TREX BUILDING-1EXPANSIONEX. TREX BUILDING-2MEET & MATCHEX. PAVEMENTW/ MIN. 1' MILL &OVERLAYMEET & MATCHEX. PAVEMENTW/ MIN. 1' MILL& OVERLAYMEET & MATCHEX. PAVEMENTW/ MIN. 1' MILL &OVERLAYMEET & MATCH EX.PAVEMENTW/ MIN. 1' MILL &OVERLAYMEET & MATCHEX. PAVEMENTW/ MIN.1' MILL& OVERLAYMEET & MATCHEX. PAVEMENTW/ MIN. 1' MILL& OVERLAY8' SHOULDER4' GRAVEL/4' GRASS (TYP)AA8' SHOULDER4' GRAVEL/4' GRASS (TYP)TRUCK SCALE(OWNER TOCONFIRM IF PAVED)CONCRETE PAD FORUNDER STAIRS.CONFIRM SIZE WITHARCHITECT (TYP)RHY. NR.DDWH TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1" = 50'1810/11/2024TTC/-MMSP #36-2432019MAIN DRIVEWAYS & DOCK AREAS - ASPHALT AREANOT TO SCALETYPICAL PAVEMENT SECTION #28.0" SUBBASE VDOT STD. 21BVDOT 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.5.0" BM-25 BASE COURSE1.5" SM-12.5A SURFACE COURSEWAREHOUSE LOADING DOCK / DOLLY PADNOT TO SCALETYPICAL CONCRETE PAVEMENT SECTION #36" SUBBASE VDOT STD. 21B8" 4,000 PSI REINFORCED CONCRETEVDOT 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.EMPLOYEE PARKING LOT - MAIN DRIVE ISLENOT TO SCALETYPICAL PAVEMENT SECTION #16.0" 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 COURSEWITH 6x6W2.9/2.9 WWMSIGNAGE, STRIPING & PAVEMENT PLAN 151 WLQG\ HLOO LDQH WLQFKHVWHU, VLUJLQLD 22602 THOHSKRQH: (540) 662-4185 FDx: (540) 22-9528 ZZZ.JUHHQZD\HQJ.FRP 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: WINCHESTER, VA & MARTINSBURG, WVPAVEMENT SCHEMATIC (NTS)- 1 EMPLOYEE PARKING - MAIN DRIVE ISLE- 3 TYPICAL CONCRETE PAVEMENT- 2 MAIN DRIVEWAYS & DOCK AREAS - ASPHALT AREAPAVEMENT MARKING LEGENDSTOP BAR (SOLID) - WHITE, TYPE B, CLASS IMARKINGS, 24" WIDETYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED TURN LANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED TURN LANE ARROW.ASIGNAGE AND PAVEMENT MARKING NOTES1. ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF EACH OFTHE 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 TO AVOID CONFLICT WITHUNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE #1.4. FOR COLOR COMBINATIONS AND/OR LETTERING SIZE, REFER TO THE VIRGINIA SUPPLEMENT TO THE MUTCD.5. ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE COMPLETELYERADICATED.6. LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO INSURE THAT PROPOSEDPAVEMENT MARKINGS CONTINUE UNTIL EXISTING PAVEMENT MARKINGS CAN BE MATCHED.7. GENERAL SIGNAGE LOCATION: MEDIAN/SHOULDER SIGNS SHALL BE PLACED 12' FROM EP TO LEADING EDGE OF SIGN. CURBSIGNS SHALL BE PLACED 2' FROM FACE OF CURB TO LEADING EDGE OF SIGN. IF SIDEWALK IS PRESENT, LOCATE EDGE OF SIGNS 2FEET BEHIND EDGE OF SIDEWALK.8. UNLESS OTHERWISE NOTED, EXISTING SIGNS SHALL REMAIN IN EXISTING LOCATION.- MILL & OVERLAY02/20/2025 792792792792792792792792792792792794796798800802804806808800798794792796798 786786785784784785784785785784784785786786786786 786787787786784783 786786784788784786786785784786787786784786784782.5783782.578378 3784786788784 786 788 788788788 790 790792792790790792794794792790804806802800802 78478 4 78 3 784 786 788 794804806802796800798810812794804806802796800798794796798785785BCWBD.A.-ATREATMENT AREADA - A(16.20 ACRES)BIORETENTIONLEVEL 2 BMP - B(3.05 ACRES)EX. BIORETENTIONLEVEL 2 BMP(5.36 ACRES)D.A.-EX.EX.WETLANDSEX. WETLAND TO BEREMOVED(3,225.96 SF/ 0.07 AC.)D.A.-BSWMPOND-1EX. SWM PONDSTUDY POINT 1RUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACES 54°08'51" W 1186.00'S 0 8 ° 4 1 ' 2 5 " W 2 8 7 . 9 6 'S 82°15'51" W 205.02'S 46°49'10" W 130.50'N 47°23'36" E 326.06'S 47°43'51" W 350.58'S 18 ° 4 9 ' 1 8 " E 41.3 6 'N 63°51'09" W 157.71'S 44°52'33" W 189.21'S 25°1 3 ' 5 5 " E 4 4 6 . 1 8 'N 49°21'37" E 252.07'S 40°35'51" E 91.63' N 35°36'59" W 82.32'S 72°21'51" W42.96'N 62°49'06" W105.26'CDWCDCCPROPOSED TREX BUILDING 1 ADDITION112,840 SFSTOCKPILE AREASOIL LINE (TYP)21STORMTECHISOLATOR ROWWQ DEVICEBARRACUDAWQ DEVICELIMITS OFDISTURBANCELIMITS OFDISTURBANCELIMITS OFDISTURBANCEVRRM PROJECTSITE AREA LIMITSVRRM PROJECTSITE AREA LIMITSVRRM PROJECTSITE AREA LIMITS151 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date0601/24/20251608004080SCALE: 1" = 80'19WATER QUALITY MAP TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-243270191" = 80'VRRM PROJECT SITE AREA LIMITSPOST DEVELOPMENT/VRRMSPREADSHEET DRAINAGE AREALABELSVRRM SITE AREA TREATEDBY BMP DEVICES(MANUFACTURED DEVICES& BIORETENTION POND)BMP LEGENDD.A.A-D.A.EIMPERVIOUS AREA (BUILDINGS,ROADS, ETC.)SITE BOUNDARY (PARCEL)SOIL GROUPSOIL GROUP LETTERA, B, C, DNOTES:1.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPENSPACE AREA SHOWN HEREON SHALL BE MAINTAINED IN AFOREST/OPEN SPACE MANNER UNTIL SUCH TIME THAT ANAMENDED SWM PLAN IS APPROVED BY THE VSMPAUTHORITY.2.THE PROTECTED FOREST/OPEN FOR RUNOFF REDUCTIONCOMPLIANCE SHALL REMAIN IN A NATURAL, VEGETATEDSTATE. HOWEVER THE FOLLOWING ACTIVITIES AREALLOWED: FOREST MANAGEMENT, CONTROL OF INVASIVESPECIES, REPLANTING AND REVEGETATING, PASSIVERECREATION (TRAILS), LIMITED BRUSH HOGGING.3.ALL AREAS THAT WILL ARE CONSIDERED FOREST/OPENSPACE FOR RUNOFF REDUCTION SHALL BE PROTECTEDWITH DOCUMENTATION THAT PRESCRIBES THE AREA WILLREMAIN IN A NATURAL, VEGETATED STATE. APPROPRIATEDOCUMENTATION INCLUDES: SUBDIVISION COVENANTS ANDRESTRICTIONS, DEEDED OPERATION AND MAINTENANCEAGREEMENTS AND PLANS, PARCEL OF COMMON OWNERSHIPWITH MAINTENANCE PLAN, THIRD PARTY PROTECTIVEEASEMENTS, WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTWITH MAINTENANCE PLAN, OR OTHER DOCUMENTATIONAPPROVED BY THE LOCAL PROGRAM AUTHORITY.POST DEVELOPMENT DIVIDERUNOFF REDUCTION COMPLIANCEFOREST/OPEN SPACE FORBMP WATER QUALITY(7.97 ACRES PROPOSED)LIMITS OF DISTURBANCE02/20/2025 20WATER QUALITY DETAILS TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-24327019151 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date0412/10/2024AS SHOWNWATER QUALITY NOTE:BASED ON THE VIRGINIA REDUCTION METHOD FOR RE-DEVELOPMENTTHIS PROJECT WILL REQUIRE A PHOSPHOROUS LOAD REDUCTION 26.04Lb/yr. 21.04 LB/YR WILL BE MET THROUGH USE OF A BARRACUDA MAXSEPARATOR INLINE WITH A STORMTECH CAMBER SYSTEM AND A LEVEL2 BIORETENTION BASIN. WATER QUALITY CREDITS WILL BE PURCHASEDFROM AN APPROVED WATER QUALITY BANK FOR THE REMAINING 5.00LB/YR REQUIRED BY THE VRRM SPREADSHEET.02/20/2025 75846TOP846TOP820INV83758375837583758375837583758400800INV8475WEIR8475WEIR870870870786786785784784785785784784786786785784786787786784786784782.5783782.57838515TOP 785785BARRACUDA MAXSTORMWATER SEPARATORSTORMTECHCHAMBER SYSTEMBMP-B BIO-RETENTION LEVEL 2EX.WETLANDSSWMPOND-1CCSTORMTECH SYSTEM SECTION C-CHORZ. SCALE: 1" = 50' VERT. SCALE 1"=5'7707757807857907957707757807857907959+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+501Y5 :SE=784.52TO3 OF BE50ELE9.=787.009" O5IFICE : DEB5ISCAGE ELE9.=782.00364' 12" 39C #0.503:1 3:114133' CLASS IRIP-RAPPIPE TO DAYLIGHT15+00.00 = INV OUT = 780.00 10+35.53 = CONCRETE WEIR INV. OUT = 782.00765 76515+0015+5010+66.98 = 30" NYLOPLAST DRAIN BASIN W/ 24" SUMP INV. IN = 781.80 INV. OUT = 781.70 10+55.23 = BARRACUDA MAX STORMWATER SEPARATOR INV. IN = 781.90 INV. OUT = 781.90 11+36.23 = STORMTECH CHAMBER INV. OUT = 781.70 TO3 = 785.15 TO3 = 785.15 13A13BE;. G5ADE35O3. G5ADE18"MIN.21WATER QUALITY BMP DETAILS TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-24327019151 :LQG\ HLOO LDQH :LQFKHVWHU 9LUJLQLD 22602 THOHSKRQH: 540 6624185 FD[: 540 7229528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE59ING 9I5GINIA :EST 9I5GINIA OFFICES IN: :INCHESTE5 9A 0A5TINSB85G :9Rev. No.Date0412/10/2024AS SHOWN402001020SCALE: 1" = 20'·:ATE5 48ALITY FEAT85ES SHALL NOT BE CONST58CTED8NTIL ALL 83ST5EA0 D5AINAGE IS F8LLY STABILI=ED:ITH 3E50ANENT G5O8ND CO9E5.·ALL ENGINEERED MEDIA BED AREAS SHALL BE PROTECTED WITH SILTFENCE UPON COMPLETION OF WATER QUALITY SWALE CONSTRUCTIONAND SHALL REMAIN IN PLACE UNTIL ALL UPSTREAM AREAS ARESTABILIZED WITH GRASS OR SOD.·FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR·SEE LANDSCAPE PLAN FOR PLANTINGS·ALL WATER QUALITY MEASURES SHALL BE INSPECTED AND CERTIFIEDBY A CERTIFIED ENGINEER DURING CONSTRUCTION.SCALE: 1" = 50'5025050100SCALE: 1" = 5' 5 0 5 10 02/20/2025 21AADS BMP DETAILS TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-24327019151 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date0412/10/2024AS SHOWN02/20/2025 872EP870EP867EP867EP868EP8375INV846TOP846TOP820INV867EP8726EP8724EP83758375837583758375837583758400800INV8475WEIR8475WEIR870870870870%1.0 %1.0 %1.0 8724EP8726EP%0.9 786786785784784785784785785784784785786786786786 786787787786784783 786786784788784786786785784786787786784786784782.5783782.5783783 7838515TOP 78578510' GABION WALLCHECK DAM(3'Wx1'T)4" PERF SCH 40 PVC U.D. (TYP)4" PERF SCH 40 PVC U.D. (TYP)BMP-B BIO-RETENTION LEVEL 2PRETREATMENT CELLGRASS FILTERSTRIP @ 5% MAXGRAVEL FILTERSTRIP @ 5% MAXCO (TYP)CO (TYP)6" SCH 40 PVC PIPETO DAYLIGHTSWM PONDOVERFLOW WEIRTO PONDTOP = 784.75AAGRAVEL FILTERSTRIP @ 5%MAXGRAVEL FILTERSTRIP @ 5%MAXB1B1EXISTING WETLAND "B"B2B2775780785775780785BIO-RETENTION B SECTION A-A950100010501100115012001250100150900BIORETENTION - B4" PERFORATEDUNDERDRAIN @ 0.0%SWM PONDWEIR TO PONDELEV. = 784.75 POND TOPELEV. = 787.0FOREBAYEX. GRADEPROP. GRADEWEIR ELEV. = 784.579079077578078579077578078579095010001050900WETLAND" B" SECTION B1-B1EX. GRADEPROP.GRADE77578078579077578078579095010001050900WETLAND" B" SECTION B2-B2EX. GRADE22WATER QUALITY BMP DETAILS TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-24327019151 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date0412/10/2024AS SHOWN402001020SCALE: 1" = 20'·WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTEDUNTIL ALL UPSTREAM DRAINAGE IS FULLY STABILIZEDWITH PERMANENT GROUND COVER.·ALL ENGINEERED MEDIA BED AREAS SHALL BE PROTECTED WITH SILTFENCE UPON COMPLETION OF WATER QUALITY SWALE CONSTRUCTIONAND SHALL REMAIN IN PLACE UNTIL ALL UPSTREAM AREAS ARESTABILIZED WITH GRASS OR SOD.·FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR·SEE LANDSCAPE PLAN FOR PLANTINGS·ALL WATER QUALITY MEASURES SHALL BE INSPECTED AND CERTIFIEDBY A CERTIFIED ENGINEER DURING CONSTRUCTION.BMP - B MATERIAL CROSS SECTIONNTSSCALE: 1" = 50'5025050100SCALE: 1" = 5 5 0 5 10NOTES:1.WETLANDS SHOWN PER FIELD DELINEATION COMPLETED ON 04/29/2024 BYGREENWAY ENGINEERING AND HAVE NOT BEEN APPROVED BY THE U.S.CORPS OF ENGINEERS AND/OR THE VIRGINIA DEPARTMENT OFENVIRONMENTAL QUALITY.2.PROPOSED IMPACTS TO THE WETLANDS SHOWN WILL REQUIREAPPROPRIATE PERMITS BE OBTAINED FROM THE U.S. ARMY CORPS OFENGINEERS AND THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITYPRIOR TO WETLAND DISTURBANCE.02/20/2025 DA - 224.21 ACCN = 92PROPOSEDTREXBUILDING-1EXPANSIONEXISTINGWETLANDSTCFLOWPATHSWMPOND-2EXISTINGFARMPONDEXISTING TREXBUILDING-1TC FLOWPATHEXISTINGTREXBUILDING-2TCFLOWPATH79279279279279279 2 7927927927927927947967988008 0 2 8 0 4 8 0 6 8 0 8 8 0 0 79 8 794 792796798 786786785784784785784785785784784785786786786786 786787787786784783 786786784788784786786785784786787786784786784782.5783782.5783783784786788784786788 788788788 790 790792792790790792794794 792 790804806802800802784784 783 784 786 788 794804806802796800798810812794804806802796800798794796798785785STUDYPOINT #1DA - 112.21 ACCN = 87EX. POND OUTFALL WEIR TO BEREMOVED AND REPLACED WITH BERM.ALL POND FLOWS TO BE REDIRECTEDTO NEW OUTFALL STRUCTUREPROP.OUTFALLWEIRSWMPOND-1PROPOSEDSTOCKPILE AREAPRE - 1ASSUMEDUNDEVELOPED36 ACCN = 76EXISTING TREXBUILDING-2EXISTING TREXBUILDING-1EXISTINGFARM PONDEXISTINGSWM POND-2EXISTINGWETLANDSTC FLOWPATHSTUDYPOINT #1EXISTINGSWM POND-1EXISTINGBMPEXISTINGBMPEXISTINGBMP151 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date0412/10/2024SWM PLAN TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1 = 150 2310/11/2024TTC/JMMSP #36-24327019SITE BOUNDARYDRAINAGE AREA LABELSDRAINAGE DIVIDESDRAINAGE AREAS ASSUMEDTO BE UNDEVELOPED FORSWM DESIGNSWM LEGENDPRE-1, POST-1ADRAINAGE AREAS(UNCONTROLLED)Stormwater Management and Water QualityThe water quality requirements will be met by the Level 2 Bio-retention, manufacturedtreatment devices, Forest/Open Space Conservation Area and purchase of off-sitenutrient credits. The storm water requirements (channel and flood protection) will bemet by dry extended detention SWM Pond-1 & Pond-2.STORMWATER MANAGEMENT FACILITY MAINTENANCESWM MAINTENANCE AND INSPECTIONThis project has been designed to provide water quantity and water quality protection measures per the VirginiaDepartment of Environmental Quality requirements. Below is a project specific list of tasks for inspection andmaintenance with references to maintenance documents published by other parties but considered a part of thisExhibit B by reference. Please review this document and all referenced for the start of the maintenance program tofully understand the needs for proper operation documents and maintenance of these installed stormwatermanagement facilities.At a minimum, the following inspection and maintenance items must be provided for the facilities included in thisprogram.Task Frequency VegetationMaintenance Twice per Year(keep structures clear/berms free of woody species)Inspection for animal burrows Twice per YearRepair/eradicate invasive animals Within 30 days of inspectionVisual Inspection for proper operation Monthly or after a significant rain event (removal oftrash, removal of blockage, erosion)Repair of damage due to rain eventsWithin 30 days of inspection(repair erosion, remove sediment, remove blockage)All repair and damage must be back to original conditions shown in the construction plans.For more detailed information on inspection and maintenance of specific design items shown on the construction plansplease refer to either the“VDOT BMP Maintenance Manual - June 2016’ (available athttp://www.virginiadot.org/business/resources/BMP_Maintenance_Manual_20160913.pdf ) or the VirginiaDepartment of Environmental Quality’s Stormwater Management’s stormwater publications (available athttp://www.deq.virginia.gov/Programs/Water/StormwaterManagement/Publications.aspx ). DEQ publications willprovide details for specific water quantity or water quality design methods. If the project includes proprietarystormwater treatment systems, please refer to the manufacturer’s recommendations for inspection, operation andmaintenance to ensure the systems operate at design parameters.02/20/2025 ASWMPOND786786785784784785784785785784784785786786786786 786787787786784783 786786784788784786786785784786787786784786784782.5783782.5783783784786788784786788788788788790790 784784783784786788785785PROPOSEDSWM PONDA10 YR WSE = EXTENT OFCLAY LINER ELEV = 785.15B1B1B2B2PROPOSED IMPACTS (B1)(2,391.74 SF/ 0.05 AC.)PROPOSED IMPACT (B2)(834.22 SF/ 0.02 AC.)EXISTING WETLAND "B"SWM POND - STRUCTURE PROFILE "A-A"HORZ. SCALE: 1" = 50' VERT. SCALE 1"=5'7707757807857907957707757807857907959+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50100YR WSE=785.9710YR WSE=785.151YR WSE=784.52TOP OF WIERELEV.=784.50TOP OF BERMELEV.=787.009" ORIFICE W/ DEBRISCAGE ELEV.=782.00388.0' - 12" PVC @0.503:1 3:114133' CLASS IRIP-RAPPIPE TO DAYLIGHT18+00.0 = 12" ES-1 INV OUT = 780.0 13+35.53 = CONCRETE WEIRINV. OUT = 782.00 18+0018+5013+66.98 = 30" NYLOPLASTDRAIN BASIN W/ 24" SUMPINV. IN = 781.80INV. OUT = 781.7013+55.23 = BARRACUDA MAXSTORMWATER SEPARATORINV. IN = 781.90INV. OUT = 781.9014+36.23 = STORMTECH CHAMBERINV. OUT = 781.70 TOP = 785.15TOP = 785.15 13A13B18"MIN.EX. GRADEPROP. GRADE7757807857907757807857907757807857907757807857909+5010+0010+509+009+5010+0010+509+00WETLAND" B" SECTION B1-B1WETLAND" B" SECTION B2-B2EX. GRADEPROP.GRADEEX. GRADESWM DETAILS TREX BUILDING 1 EXPANSION 151 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 R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER VA & MARTINSBURG WVRHY. NR.DDWH0412/10/2024AS SHOWN2410/11/2024TTC/-MMSP 36-24327019SWM POND LAYOUT SECTION A-ANOTES:1.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROMGEOTECHNICAL REPORT.2.PROPOSED SWM BASIN IS A DRY EXTENDED DETENTION POND.3.THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALLOPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS THE TOP OF THE RISER.4.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY AGEOTECHNICAL ENGINEER OR CONSTRUCTION INSPECTOR.5.EMBAN.MENT CONTROLLED FILL (SOIL MATERIALS) TO BE CERTIFIEDBY A GEOTECHNICAL ENGINEER.6.REFER TO GENERAL NOTES - PERMANENT SWM EMBAN.MENT NOTESON SHEET 2.7.PHREATIC LINE DOES NOT CROSS THE TOE OF THE EMBAN.MENTTHEREFORE NO DRAINAGE SYSTEM IS RE4UIRED.8.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS.FINE GRAINED SOILS SHALL HAVE STONE 1" OR LESS IN DIAMETERFOR A MINIMUM OF 2' AROUND PIPE IN AREAS OF BAC.FILL.9.CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE AND 1:1SIDE SLOPES. CLAY CORE ONLY NEEDED IN FILL AREAS AND AREASDISTURBED WITH INSTALLATION OF THE PROPOSED STORM PIPES.BMP TRASH RACKwww.plastic-solution.comP.O. Box 4386Winchester VA 22604877-877-5727INC.SOLUTIONSPLASTICpipeculvertconc. apronHDPE structural plastic 1/4" plate and grating with 1" holes and a min.111/4" HDPE platebolted to structure.Section3"Elevationmanufactured by Plastic Solutions Inc. or equal.single BMPorificeIsometricof 30% of opening areaHDPE structural plastic 1/4" plate and grating Solutions Inc. or equalmanufactured by Plastic of 30% of opening areawith 1" holes and a min.* shown with optional plateSTORMWATER MANAGEMENT BERM - TYPICAL SECTION NTS12" PVC & 9" ORIFICECONNECTING THE WALL AND SLAB1" DIA. STEEL ROD DOWEL @ 4" O.C.BMP DEBRIS CAGE W/0.67'2.5' 1'1.50'0.67'2.67'0.5'0.5'FOR BMP ORIFICE GRATE2'X2'X6" CONCRETE SLAB(BOTH PADS)COMPACTED SUBGRADENOTES1. WEIR WALL TO BE SIMILAR TO MODIFIED VDOTENDWALL DETAIL (EW-1).2. ALL CONCRETE TO BE CLASS A3. FORCOMPLETE INFORMATION SEE VDOT ROAD ANDBRIDGE STANDARDS VOLUME ONE 2001.3. REMOVE TOPSOIL IN WEIR/BERM AREA PRIORTO INITIATING BAC.FILL COMPACTION ANDCONSTRUCTION.16' - 12" PVC @0.5 MIN TOSTORMWATERSEPARATOR100 YR WSE = 785.9710 YR WSE = 785.151 YR WSE = 784.522.9:1SLOPE2.9:1SLOPE3.0'3.0'10'8"COMPACTED SUBGRADE3.5'2.5'ELEV=784.50WEIR B = 15'LENGTHELEV=787.0100YR WSE= 785.979" ORIFICE W/DEBRIS CAGEINV=782.00GROUNDSURFACE2.5'EXTEND CONC. WALL 3FT INTO EARTH BAN.STORMWATER MANAGEMENT BERM - PROFILE NTS0.5'BOTTOMELEV=782.0002/20/2025 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+50STORM STR. 1 TO STR. 877077578078579079580080581081582082577077578078579079580080581081582082518' - 42"HD3E # 0.5097' - 42" HD3E # 0.30259' - 42" HD3E # 0.30208' - 36" HD3E # 0.3065' - 30" HD3E # 0.3043' - 24"HD3E # 0.30126' - 24" HD3E # 0.301234567810+00.00 = ES-1 42"INV OUT = 784.00INV OUT = 784.09INV IN = 784.19INV OUT = 784.48INV IN = 784.58INV IN = 786.00INV OUT = 785.32INV IN = 785.66INV IN = 785.82 INV OUT = 786.28 INV IN = 786.38 INV OUT = 786.58 INV IN = 786.68 INV OUT = 786.81 INV IN = 786.91 INV OUT = 787.29 TO3 = 786.50TO3 = 789.57TO3 = 789.00TO3 = 791.50 TO3 = 790.50 TO3 = 791.50 TO3 = 790.70 TO3 = 790.70HGL EX. GRADE# 3I3E CL3RO3.GRADE #3I3E CL10+18.26 = MH1 - 5'11+14.94 = DI-7 -TY3E III13+74.41 = DI-7 -TY3E III 16+47.18 = DI-1 16+90.24 = DI-1 18+16.40 = DI-1 12" :L XING 18"MIN.15+82.28 = DI-7 -TY3E III 10YR:SE=785.1511' CLASS ARIP-RAP14+05.71 = INSERTA TEE 16+99.64 = INSERTA TEE 18+13.24 = INSERTA TEE ROOF DRAIN 103 ROOF DRAIN 104 EX. TRENCH DRAIN 77578078579079580077578078579079580021' - 12"HD3E # 12.4733A10+00.00 = DI-7 -TY3E III INV OUT = 784.48 INV IN = 786.00 INV IN = 784.58 10+21.17 = CONNECT EX. TRENCH DRAIN INV OUT = 788.64 TO3 = 789.00 TO3 = 790.64 EX. GRADE# 3I3E CL3RO3.GRADE #3I3E CL9+5010+0010+5011+00CULVERT STR 3 - STR 3A775780785790795800775780785790795800130' - 18" HD3E # 0.5071' - 15" HD3E # 0.509101110+00.00 = ES-1 18 INV OUT = 784.50 11+30.00 = MH-1 INV OUT = 785.15 INV IN = 785.25 INV IN = 785.35 (ROOF DRAIN) 12+00.65 = MH-1 INV OUT = 785.60 INV IN = 785.70 (ROOF DRAIN) TO3 = 785.56 TO3 = 788.77 TO3 = 788.779+5010+0010+5011+0011+5012+0012+50STORM STR. 9 TO STR. 11HGL12" :L XING 18"MIN.EX. GRADE# 3I3E CL3RO3.GRADE #3I3E CL5' CLASS AIRIP-RAP10YR:SE=785.15775780785790795800775780785790795800EX. 34' - 24" RC3 III # 0.5212EX10+00.00 = ES-1 30 INV OUT = 783.75 11+95.22 = EX. STRUCTURE INV OUT = 784.76 TO3 = 786.75 TO3 = 788.649+5010+0010+5011+0011+5012+0012+50STORM STR. 12 TO STR. EXEX. 12" :L XING 18"MIN.10+61.00 = ES-1 30 INV OUT = 783.75 61' - 24"RC3 III# 0.52HGLEX. GRADE# 3I3E CL3RO3. GRADE# 3I3E CL8' CLASS AIRIP-RAP9+5010+0010+5011+00CULVERT STR 4 - STR 4B77578078579079580077578078579079580047' - 15"HD3E # 0.7544AINV OUT = 785.32 INV IN = 785.82 INV IN = 785.66 10+46.79 = DI-1 INV OUT = 786.17 TO3 = 791.50 TO3 = 789.50 10+00.00 = DI-7 -TY3E III HGL3RO3.GRADE #3I3E CLEX. GRADE# 3I3E CLSTORM SE:ER 3ROFILES COM3UTATINS TREX BUILDING 1 EX3ANSION BAC. CREE. MAGISTERIAL DISTRICT FREDERIC. COUNTY VIRGINIA 151 :LQG\ HLOO LDQH :LQFKHVWHU VLUJLQLD 22602 THOHSKRQH: 540 662-4185 FD[: 540 722-9528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:3ROUDLY SERVING VIRGINIA :EST VIRGINIA OFFICES IN: :INCHESTER VA MARTINSBURG :VRHY. NR.DDWH 2510112024TTC-MMS3 36-24327019V: 1" = 5'H: 1" = 50'02/20/2025 WATERLINE "A"SCALE: V: 1"=5'H: 1"=50'WATERLINE "B"SCALE: V: 1"=5'H: 1"=50'77578078579079580080577578078579079580080510+00= CONT5ACTO5 TO CONNECT TO E;ISTING :ATE5LINE AT A335O;I0ATELY THIS LOCATION. THE E;. TEE AND 312" GATE VALVES A5E TO 5E0AIN 10+12.99= 1 - 45° BEND TEST 3IT CONT5ACTO5 TO FIELDVE5IFY ASB8ILT CONDITIONSOF E;ISTING 8TILITIES 35IO5TO STA5T OF CONST58CTION10+90.08 = 12"[" 5ED8CE5 1" G.V. FH ASSE0BLY 4'MIN.10+21.38= 1 - 45° BEND 12" :L DI3 CL 52E;. G5ADE# 3I3E CL35O3.G5ADE #3I3E CL9+5010+5011+0010+0011+5077578078579079580080577578078579079580080510+00= CUT-IN EX. 12" W/L TEST 3ITCONT5ACTO5 TO FIELDVE5IFY ASB8ILT CONDITIONSOF E;ISTING 8TILITIES 35IO5TO STA5T OF CONST58CTION1 - 12" X 12" TEE 3 12" G.V.,2 - MJ LONG SOLID SLEEVES TEST 3IT CONT5ACTO5 TO FIELDVE5IFY ASB8ILT CONDITIONSOF E;ISTING 8TILITIES 35IO5TO STA5T OF CONST58CTION13+54.86= CONNECT TO EX. 12" W/L E;. G5ADE# 3I3E CL35O3.G5ADE #3I3E CL12" :L DI3 CL 524'MIN.18"MIN.18"MIN.12+44.74 = 12"x6"TEE, 1-6" G.V., FHASSEMBLY9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0010+0042" ST0 ;ING18" ST0 ;ING :ATE5LINE 35OFILES F5EDE5IC. :ATE5 DETAILS T5E; B8ILDING 1 E;3ANSION BAC. C5EE. 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY VI5GINIA 151 :LQG\ HLOO LDQH :LQFKHVWHU VLUJLQLD 2202 THOHSKRQH: 540 24185 FD[: 540 7229528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE5VING VI5GINIA :EST VI5GINIA OFFICES IN: :INCHESTE5 VA 0A5TINSB85G :V5HY. NR.DDWH0412102024210112024TTC-00S3 324327019V: 1" = 5'H: 1" = 50'02/20/2025 SITE DETAILS TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 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: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date N/A2710/11/2024TTC/JMMSP #36-24327019MOUND TOP OF CONCRETE FILL6" DIA. SCHEDULE 40STEEL PIPE FILLED WITHCONCRETE ANDPAINTED YELLOW18' DIA. CONCRETEENCASEMENTBOLLARD DETAILN.T.S.10/28/14VER 13'7'6"4'8' 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 STOPNOTES:1.CONTRACTOR SHALL CONFIRM LOCATION OF TRACTOR TRAILER CONCRETE DOLLY PADS WITH THEOWNER/DEVELOPER PRIOR TO CONSTRUCTION TO ENSURE LOCATION IS ACCEPTABLE.CG-2T - 12" TRUCK CURBN.T.S.10/29/14VER 16"2"R12"8"MATCHADJ. CONC.DEPTHCONCRETEPAVEMENTNOTES: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, 4000 PSI IF PRECAST#5 x 12" BARS @ 12 C-C1 SLOPECONCRETE PAD(SIDEWALK DETAIL)DOOR PAD GRADING DETAILN.T.S.FFEFACE OF BUILDING,ACCESS DOORNOTES:1.MOUND EARTH AROUNDCONCRETE PAD. MORE THAN2 INCHES OF CONCRETESHOULD NOT BE REVEALED.02/20/2025 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 R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV VDOT DETAILSRev. No.Date TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIAN/A2810/11/2024TTC/JMMSP #36-2432701902/20/2025 7927927927927927927927927927927927947968 0 2 8 0 4 8 0 0 7 9 8 794 792 794 794804806802796800798810812794804806802796800798794796798SHRUBS AND TREES 2" cal B&B6SY0BOL BOTANIC NA0E CO00ON NA0E 4UAN. SI=E Wind\ Hill Lane WincKeVWer 9irJinia 2262 TelepKone: 662 Fax: 7222 ZZZ.JreenZa\enJ.coP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:3ROUDLY SER9ING 9IRGINIA & WEST 9IRGINIA OFFICES IN: WINCHESTER 9A & 0ARTINSBURG W9 LANDSCA3E 3LANReY. No.DaWe TRE; BUILDING E;3ANSION BAC. CREE. 0AGISTERIAL DISTRICT FREDERIC. COUNTY 9IRGINIAAS SHOWN222TTC-00S3 62272. 3ERI0ETER LANDSCA3ING:2 SF OF I03ER9IOUS AREA TREE 3ER 2 SF OF I03ER9IOUS 3A9E0ENT U3 TO 2 SF 2 SF x TREE 2 SF 2 TREES RE4UIRED 2 TREES 3RO9IDEDTOTAL TREES RE4UIRED TOTAL TREES 3RO9IDED . INTERIOR LANDSCA3ING: TREE 3ER S3ACES 6 S3ACES 7 TREES RE4UIRED 7 TREES 3RO9IDEDRE4UIRED . 27 SF INTERIOR ISLANDS AREA 2 SF 3AR.ING LOT AREA .3RO9IDED . 2 SF INTERIOR ISLANDS AREA 2 SF 3AR.ING LOT AREA . 3RO3OSED INTERIOR ISLAND AREA3AR.ING LOT LANDSCA3E CALCULATIONSNOTES:. TREE SI=E SHOWN ON 3LAN 9IEW IS ILLUSTRATI9E. SI=ES ARE AS SHOWN IN 3LANT SCHEDULE2. ALL 3LANTING SHALL CONFOR0 WITH 62. OF THE FREDERIC. COUNTY =ONING ORDINANCE 3LANT SELECTION 3LANTING 3ROCEDUREAND 0AINTENANCE.. ANY 3LANT SUBSTITUTIONS 0UST BE A33RO9ED IN WRITING BY THE FREDERIC. COUNTY 3LANNING DE3ART0ENT.. TREES AND SHRUBS SHALL NOT BE 3LANTED WITHIN FCSA EASE0ENTS6. ALL SEEDED AND SODDED AREAS OF 3RO-ECT WILL BE OF A DROUGHT TOLERANT 0I; 3ER 3ENNINGTON SEED CO03ANY.7. NO SLO3E IN E;CESS OF 2 WILL BE SEEDED OR SODDED.. BEFORE SODDING SEEDING AND LANDSCA3ING THE CONTRACTOR WILL TILL ALL CO03ACTED AREAS AT LEAST 6" IN DE3TH TO LOOSEN THECO03ACTED SOILS AND ADD A0END0ENTSNOTES: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 CO03LIANT LANDSCA3E 3LANSCO3E OF WOR.THE LANDSCA3E CONTRACTOR SHALL 3RO9IDE ALL 0ATERIALS LABOR AND E4UI30ENT TO CO03LETE ALLLANDSCA3E WOR. AS SHOWN ON THE 3LANS AND S3ECIFICATIONS.NOTE: IF CONTRACTOR BIDS ACCORDING TO THE 3LANT LIST HESHE SHOULD THOROUGHLY CHEC. THE 3LANTLIST 4UANTITIES WITH THE SY0BOLS DRAWN ON THE 3LAN TO BE SURE THERE ARE NO DISCRE3ANCIES. IFTHERE IS A DISCRE3ANCY BETWEEN THE DRAWING AND THE LIST ON THE 3LANS THE DRAWING TA.ES3RECEDENCE.STANDARDSA. ALL 3LANT 0ATERIAL WILL CONFOR0 TO THE CURRENT ISSUE OF THE A0ERICAN STANDARD FOR NURSERYSTOC. 3UBLISHED BY THE A0ERICAN NURSERY & LANDSCA3E ASSOCIATION ANLA.3LANT 0ATERIAL 0UST BESELECTED FRO0 NURSERIES THAT HA9E BEEN INS3ECTED AND CERTIFIED BY STATE 3LANTINS3ECTORS.COLLECTED 0ATERIAL 0AY BE USED ONLY WHEN A33RO9ED BY OWNER S RE3RESENTATI9E.NO0ENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.B. BALLED AND BURLA33ED B&B. BALLED AND BURLA33ED 3LANTS SHALL BE DUG WITH FIR0 ROOT BALLS FREE OF NO;IOUS WEEDS. THERESHOULD BE NO E;CESS SOIL ON TO3 OF THE ROOTBALL OR AROUND THE TRUN.2. BALL SI=ES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.. CALI3ER AND HEIGHT 0EASURE0ENT: IN SI=E GRADING B&B SINGLE TRUN. TREES CALI3ER SHALL TA.E3RECEDENCE O9ER HEIGHT. CALI3ER OF THE TRUN. SHALL BE TA.EN 6" ABO9E GROUND LE9EL U3 TO ANDINCLUDING " CALI3ER SI=E AND 2" ABO9E THE GROUND LE9EL FOR LARGER TREES. FOR 0ULTI3LETRUN.TREES HEIGHT 0EASURE0ENT SHALL TA.E 3RECEDENCE O9ER CALI3ER.C. CONTAINER GROWN STOC.. THE SI=E OF CONTAINERGROWN SHRUBS IS 0EASURED BY HEIGHT AND WIDTH OF THE 3LANT.CONTAINERGROWN TREES ARE 0EASURED BY THE SA0E STANDARDS LISTED IN B.. ABO9E. THE ROOT SYSTE0OF CONTAINERGROWN 3LANTS SHALL BE WELL DE9ELO3ED AND WELL DISTRIBUTED THROUGH OUT THECONTAINER.2. ALL CONTAINERGROWN TREES AND SHRUBS THAT HA9E CIRCLING GIRDLING AND 0ATTED ROOTS SHALL BETREATED IN THE FOLLOWING 0ANNER 3RIOR TO 3LANTING: SE3ARATE THE ROOTS BY HAND UNTANGLING SOCIRCLING ROOTS WILL NOT DA0AGE FUTURE OF THE 3LANT. SEE 3LANTING 3ROCEDURES FOR ALL CONTAINERGROWN TREES & SHRUBS IN THIS SECTION.. ALL CONTAINERGROWN 3LANTS SHOULD BE GROU3ED AND WATERED DAILY UNTIL THEY ARE 3LANTED IN THELANDSCA3E THE SOIL SHALL BE .E3T 0OIST WITH THE E4UI9ALENT OF ONEINCH OF RAINFALL 3ER WEE..A. 3RUNING SHALL BE DONE BEFORE 3LANTING OR DURING THE 3LANTING O3ERATION.B. ALL 3LANT 0ATERIAL IN TRANSIT SHALL BE CO9ERED TO .EE3 0ATERIAL FRO0 DRYING OUT. THE CO9ERING SHALL CO03LY WITH THE STATE AND LOCAL LAWS 3ERTAINING TO THE TRANS3ORT OF 0ATERIALS.C. TREES SHALL BE 3LACED IN AN U3RIGHT 3OSITION WITH THE ROOT BALL CO9ERED BY 0ULCH AND .E3T0OIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UN3LANTED FOR 0ORE THAN 2HOURS WITHOUT ADE4UATE WATER TO INSURE ROOT SUR9I9AL.SUBSTITUTIONS: 3REBIDIT IS THE LANDSCA3E CONTRACTOR S RES3ONSIBILITY TO 0A.E E9ERY REASONABLE EFFORT TO FIND THE3LANTS S3ECIFIED BY THE LANDSCA3E ARCHITECT. THE LANDSCA3E CONTRACTOR 0AY OFFER SUBSTITUTIONSTO THE LANDSCA3E ARCHITECT FOR HISHER CONSIDERATION. THE LANDSCA3E CONTRACTOR WILL NOTIFY THELANDSCA3E ARCHITECT IF THERE ARE .NOWN DISEASES OR INSECT RESISTANT S3ECIES THAT CAN BESUBSTITUTED FOR A SELECTED 3EST3RONE 3LANT. THE CONTRACTOR SHALL SUB0IT A BASE BID AS 3ER 3LAN3LUS 3RICE CLARIFICATIONS FOR ALL RECO00ENDED SUBSTITUTIONS.SUBSTITUTIONS: 3OSTBIDIT IS THE INTENT TO ELI0INATE 3OSTBID SUBSTITUTIONS. HOWE9ER IN THE E9ENT THAT THE CONTRACT0ATERIAL HAS BECO0E UNA9AILABLE AN A33RO3RIATE SUBSTITUTION 0UST BE A33RO9ED BY THE OWNER SRE3RESENTATI9E.UTILITIES AND UNDERGROUND FEATURESTHE LANDSCA3E CONTRACTOR SHALL NOTIFY UTILITY CO03ANIES ANDOR THE GENERAL CONTRACTOR INAD9ANCE OF CONSTRUCTION TO LOCATE UTILITIES.TREES ANDOR SHRUBS SHALL NOT BE 3LACED WITHIN FREDERIC. WATER EASE0ENTSIF THERE IS A CONFLICT WITH UTILITIES AND THE 3LANTING THE LANDSCA3E ARCHITECT DESIGNER SHALL BERES3ONSIBLE FOR RELOCATING 3LANTS 3RIOR TO THE 3LANTING 3ROCESS. ANY COST DUE TO RELOCATINGAFTER 3LANTING SHALL BE BORNE BY THE OWNER. IF 3LANTS ARE TO BE INSTALLED IN AREAS THAT SHOWOB9IOUS 3OOR DRAINAGE AND THE 3LANTS ARE INA33RO3RIATE FOR THAT CONDITION THE LANDSCA3ECONTRACTOR SHALL NOTIFY THE LANDSCA3E ARCHITECT AND OWNER. IF THEY DEE0 NECESSARY THE 3LANTSSHALL BE RELOCATED THE CONTRACT SHALL BE AD-USTED TO ALLOW FOR DRAINAGE CORRECTION AT ANEGOTIATED COST OR THE 3LANT SELECTION 0ODIFIED BY THE LANDSCA3E ARCHITECT DESIGNER TOACCO00ODATE THE 3OOR DRAINAGE.WARRANTYTHE STANDARD WARRANTY IS FOR ONE YEAR 3ERIOD E;CLUDING BULBS SOD AND ANNUALS CO00ENCINGON THE DATE OF INITIAL ACCE3TANCE. ALL 3LANTS SHALL BE ALI9E AND IN SATISFACTORY GROWTH AT THE ENDOF THE GUARANTEE 3ERIOD. ANY 0ATERIAL THAT IS 2 DEAD OR 0ORE SHALL BE CONSIDERED DEAD AND0UST BE RE3LACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE 0AIN LEADER HAS DIEDBAC. OR 2 OF THE CROWN IS DEAD. RE3LACE0ENTS SHALL BE 0ADE DURING THE NE;T 3LANTING 3ERIOD.RE3LACE0ENTS SHALL BE OF THE SA0E TY3E SI=E AND 4UALITY AS ORIGINAL S3ECIES UNLESS OTHERWISENEGOTIATED.INS3ECTION. 3LANTS 0AY BE SUB-ECT TO INS3ECTION AND A33RO9AL BY THE OWNER OR OWNER S RE3RESENTATI9E ATTHE 3LACE OF GROWTH OR HOLDING YARD FOR CONFOR0ITY TO S3ECIFICATION RE4UIRE0ENTS AS TO4UALITY SI=E AND 9ARIETY.2. 3LANTS DA0AGED IN HANDLING OR TRANS3ORTATION CAN BE RE-ECTED BY THE OWNER OR OWNER SRE3RESENTATI9E.. STATE NURSERY INS3ECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCA3E ARCHITECT U3ONRE4UEST.European LindenTilia x europaeaSuJar 0apleAcer VaccKaruP-apaneVe =elNoYa=elNoYa VerraWa2" cal B&B2" cal B&B7602/20/2025 870EP867EP867EP868EP8375INV846TOP846TOP820INV867EP8726EP8724EP83758375837583758375837583758400800INV8475WEIR8475WEIR870870870870%1.0 %1.0 %1.0 8724EP8726EP%0.9 786786785784784785784785785784784785786786786786 786787787786784783 786786784788784786786785784786787786784786784782.5783782.58515TOP785785GrassGrassGrassGrassGrass15151 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: WINCHESTER, VA & MARTINSBURG, WV LANDSCAPE PLANRev. No.Date TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1" 30 3010/11/2024TTC/JMMSP #36-24327019NOTES:1. PLANT 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, PLANTING PROCEDURE, 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 LOOSEN THE COMPACTED SOILS AND ADD AMENDMENTSCommon Eastern NineEarNPhysocarpXs opXliIoliXsViEXrnXm dentatXmSoXthern Arrowwood#3 cont.InNEerry HollyIlex galaEraSWM FACILITY PLANTINGSSYMBOL BOTANIC NAME COMMON NAME QUAN. SIZE SorghastrXm nXtensIndian Grass Schi]achyriXm scorariXmLittle BlXestem EXpatoriXm IistXlosXm Joe Pye weed Monarda didymaScarlet Bee-Balm1 Gal, 24" O.C.COMMINGLE 1 Gal., 24" O.C.COMMINGLE #3 cont.11#3 cont.127878606002/20/2025 PROP. HYDRANTW/ SIGN TYPE "D"PROP. HYDRANTW/ SIGN TYPE "D"EX. HYDRANT W/SIGN TYPE "A"SIGN TYPE "D"SIGN TYPE "D"SIGN TYPE "C"SIGN TYPE "A"SIGN TYPE "D"SIGN TYPE "A"SIGNTYPE "C"EX. HYDRANTEXISTING TREX BUILDING-2TREX BUILDING ADDITIONFF ELEV. = 793.00112,840 Sq. FeetTREX BUILDING-1FF ELEV. = 793.0SIGN TYPE "C"SIGN TYPE "C"EX. HYDRANTEX. HYDRANTEX. HYDRANTRELOCATED EXISTINGTRUCK SCALE(NOT A FIRE ACCESS)CURB STENCILDETAIL - NTSFIRE LANE NO PARKINGBLACK TRAFFIC GRADE PAINTED FIRELANE STENCILING, MINIMUM LETTERHEIGHT 3 INCHES WITH A MINIMUM 12"STROKE, SPACED EVERY 25 FEET151 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: WINCHESTER, VA & MARTINSBURG, WV1" 50 31LIFE SAFETY PLAN BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA10/11/2024TTC/JMMSP #36-24327019TREX BUILDING 1 EXPANSION 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 OFFICIAL02/20/2025 ORIGINAL GROUND COVER.)EXISTING TREX BUILDING 1BLDG HEIGHT 42'5.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.55.02.01.00.5 PROPOSED TREX BUILDING 1BLDG HEIGHT 42'151 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: WINCHESTER, VA & MARTINSBURG, WVNOTES:1.ALL LIGHTS SHALL BE MOUNTED NO HIGHER THAN THEMAXIMUM HEIGHT OF 25' AS MEASURED TO GROUND PERFREDERICK COUNTY ZONING ORDINANCE 165-201.07.2.NIGHT SKY COMPLIANT FULL CUTOFF (O DEGREES)WALLPACKS AND FULL CUTOFF AREA FIXTURES AREPROPOSED.LIGHTING PLANRev. No.Date0110/18/2024TREX BUILDING 1 EXPANSION BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1 50'3210/11/2024TTC/JMMSP #36-2432701902/20/2025