HomeMy WebLinkAbout24-22 Site Plan1COVER SHEETAS SHOWNTRADEPORT 81SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASP#24-22Gas: Shenandoah Gas Co.P.O. Box 2400Winchester, VA 22604(540) 869-1111Phone: VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Water/Sewer: Frederick WaterP.O. Box 1877Winchester, VA. 22604(540) 868-1061Power: Rappahannock Electric Coop137 Kelly CourtFront Royal, VA 226301-800-552-3904UTILITY 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 andtelephone numbers of the operators of underground utility lines appear below. Thesenumbers shall also be used 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'OWNERTRADEPORT 81 LAND I LLC/TRADEPORT 81 LAND II LLC1984 ISAAC NEWTON SQ. WEST, SUITE 102RESTON, VIRGINIA 20190(301) 440-7597DEVELOPERWEST DULLES PROPERTIES1984 ISAAC NEWTON SQ. WEST, SUITE 102RESTON, VIRGINIA 20190(301) 440-7597TRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM21-14642760WDPlan RevisionsRevisionNoRevisionDateCommentDATEAPPROVALZONING ADMINISTRATOR* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSheet List TableSheetNumberSheet TitleRevsion No Revison Date1 Cover Sheet0706/17/20222General Notes and Legend0706/17/20223Boundary and Existing Topo0606/08/20224E&S Key Plan & Initial Clearing Limits0706/17/20225 E&S Phase I 0706/17/20226 E&S Phase I 0706/17/20227E&S Phase I 0706/17/20228 E&S Phase I 0706/17/20228A E&S Phase IB 0706/17/20229 E&S Phase II 0706/17/202210 E&S Phase II 0504/08/202211E&S Phase II 0504/08/202212E&S Phase II 0706/17/202213 E&S Narrative 0706/17/202214E&S Details 15 E&S Details 0706/17/202216 E&S Details 0504/08/202217E&S Details 0504/08/202218 E&S Details 0706/17/202219Overall Site Layout & Grading Plan0706/17/202220Site & Utility Plan0706/17/202221Site & Utility Plan0504/08/202222Site & Utility Plan0504/08/202223Site & Utility Plan0706/17/202224Grading Plan0706/17/202225Grading Plan0706/17/202226Grading Plan0504/08/202227Grading Plan0706/17/202228 Pavement Plan 0504/08/202229Private Road Profiles0504/08/202230Private Road Profiles0504/08/202231Private Road Profiles05 04/08/202232Private Road Profiles05 04/08/202233Life Safety Plan05 04/08/202234Overall BMP07 06/17/202235Overall SWM05 04/08/202236 SWM Pond 1 Details 05 04/08/202237 SWM Pond 1 Details 07 06/17/202238SWM Pond 1 & Dry Swale Details07 06/17/202239 SWM Pond 2 Details 05 04/08/202240 SWM Pond 2 Details 05 04/08/202241SWM Pond 3 Details 05 04/08/202242SWM Pond 3 Details 05 04/08/202243Bioretention A Detail07 06/17/202244Sanitary Sewer Profiles07 06/17/202244APrivate Pump Station Details05 04/08/202244BFM Pump Details05 04/08/202245Storm Sewer Profiles 07 06/17/202246 Storm Sewer Profiles 05 04/08/202247 Storm Sewer Profiles 07 06/17/202248 Storm Sewer Profiles 07 06/17/202248A Storm Sewer Profiles 07 06/17/202249 Storm Sewer & Culvert Profiles 05 04/08/202250Storm Sewer Computations07 06/17/202251Storm Ditch Computations07 06/17/202252 Waterline Profiles 05 04/08/202253Waterline Profiles 05 04/08/202253AWaterline Profiles 07 06/17/202253BWaterline Profiles 07 06/17/202254Site Details0706/17/202255Site Details0504/08/202256VDOT Details0504/08/202257VDOT Details0504/08/202258 Frederick Water Details 0504/08/202259Landscape Plan0706/17/202260Landscape Plan Details & Notes0706/17/202261Site Lighting Photometric Plan0504/08/202262Lighting Details0504/08/202263Proffers Proffers 07/26/2022
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GRID MERIDIANVA NORTH ZONE NAD83PER GPS OBSERVATIONCOORDINATE DEMOLITION ASPHASE I MEASUREREMOVE BERM TO ENABLEDRAINAGE TO SB #2EXISTING STOCKPILE (BORROW)AREACOMPOST FILTER SOCKLEVEL SPREADER OUTFALL,SEE DETAIL SHEET 15COORDINATE DEMOLITION ASPHASE I MEASURE^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
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^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^DO NOTDISTURBUNTIL E&SCONTROLSARE IN PLACEDO NOTDISTURBUNTIL E&SCONTROLSARE IN PLACEDO NOTDISTURBUNTIL E&SCONTROLSARE IN PLACEDO NOTDISTURBUNTIL E&SCONTROLSARE IN PLACE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 100'4E&S KEY PLAN & INITIAL CLEARING LIMITSTRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDSHEET 7 & 11SHEET 6 &10SHEET 8 & 12SHEET 5 & 9DO NOT DISTURB DURING INITIALLIMITS OF CLEARING & GRADING^^^^^^^21-14SP#24-2207/26/2022
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8050INV684682680679678DESIGN HIGH WATER ELEV. =683.96' (25-YR STM)WET STORAGEDRY STORAGEDESIGN HIGH WATER ELEV. =673.08' (25-YR STM)WET STORAGEEXISTING STOCKPILE AREA682680684684682680679684686682684682686684680682679682680680682683684684682683686685684682680682684685686686684CONTRACTOR TOPROVIDE POSITIVEDRAINAGE INTOSEDIMENT TRAPWET STORAGEDRY STORAGEWET STORAGEDRY STORAGEBAFFLE686686686688690692151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVMATCH LINE SHEET 6MATCH LINE SHEET 85E&S PHASE I1" =40'TRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM2760WD0706/17/202264FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BEPROTECTED WITH SOIL STABILIZATIONBLANKETS (EC-2).2. REFER TO SHEET 15 FOR SEDIMENTTRAP COMPUTATIONS3. REFER TO SHEETS 17 AND 18 FORSEDIMENT BASIN COMPUTATIONS21-14SP#24-2207/26/2022
W W W W W7470INV7395EX INV79007900790079007100676675674672673.5673.6674675676678680682679676676680680681.5681.5682682678677.5BASIN OUTFALL STRUCTURE,SEE DETAIL SHEET 15DESIGN HIGH WATER ELEV. =673.08' (25-YR STM)WET STORAGEDRY STORAGE682682682683.5683.5683.5683.5680WET STORAGE(ELEV=680.5)DRY STORAGE(ELEV=682.5)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVMATCH LINE SHEET 5MATCH LINE SHEET 76E&S PHASE I1" =40'TRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM2760WD0706/17/202264FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BEPROTECTED WITH SOIL STABILIZATIONBLANKETS (EC-2).2. REFER TO SHEET 15 FOR SEDIMENTTRAP COMPUTATIONS3. REFER TO SHEETS 17 AND 18 FORSEDIMENT BASIN COMPUTATIONS21-14SP#24-2207/26/2022
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FM63506350635063505640EX5500INV55005500656658660662664666666664662660658662662666664666660662662660COORDINATE DEMOLITION OFONSITE UTILITIES AS PHASE IMEASURECOMPOST FILTER SOCKLEVEL SPREADER OUTFALL,SEE DETAIL SHEET 15BASIN OUTFALL STRUCTURE,SEE DETAIL SHEET 15DESIGN HIGH WATER ELEV. =662.20' (25-YR STM)WET STORAGEDRY STORAGE7E&S PHASE I1" =40'TRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM2760WD151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV0706/17/2022FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!MATCH LINE SHEET 8MATCH LINE SHEET 664NOTES:1. SLOPES 3:1 AND GREATER SHALL BEPROTECTED WITH SOIL STABILIZATIONBLANKETS (EC-2).2. REFER TO SHEET 15 FOR SEDIMENTTRAP COMPUTATIONS3. REFER TO SHEETS 17 AND 18 FORSEDIMENT BASIN COMPUTATIONS21-14SP#24-2207/26/2022
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FM FMFMFMFMFMFM73007300730073006650674
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672 670
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668 684682680678676674668
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676 675 674 682680679.5684COORDINATE DEMOLITION OFONSITE UTILITIES AS PHASE IMEASUREREMOVE BERM TO ENABLEDRAINAGE TO SB #2BASIN OUTFALL STRUCTURE,SEE DETAIL SHEET 15DESIGN HIGH WATER ELEV. =673.08' (25-YR STM)WET STORAGEDRY STORAGE685.5684683
685 685
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682684685685WET STORAGEDRY STORAGEWET STORAGEDRY STORAGE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVMATCH LINE SHEET 5MATCH LINE-SHEET 7E&S PHASE I1" =40'TRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM2760WD0706/17/202264FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTEDWITH SOIL STABILIZATION BLANKETS (EC-2).2. REFER TO SHEET 15 FOR SEDIMENT TRAPCOMPUTATIONS3. REFER TO SHEETS 17 AND 18 FOR SEDIMENTBASIN COMPUTATIONS821-14SP#24-2207/26/2022
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XXFMFMFMFMFMFMFMFMFMFMFM8050INV8050INVDESIGN HIGH WATER ELEV. =683.96' (25-YR STM)WET STORAGEDRY STORAGE682680684686682680679684686682684682686684680682679688684682684684686688686688686684688688686684BAFFLEX
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FM63506350635063505640EX5500INV55005500&SCOMPOST FILTER SOCKLEVEL SPREADER OUTFALL,SEE DETAIL SHEET 15BASIN OUTFALL STRUCTURE,SEE DETAIL SHEET 15DESIGN HIGH WATER ELEV. =662.20' (25-YR STM)WET STORAGEDRY STORAGE658662662666664666660662662660680662664666670672668662664666668670664666672674678674676678680680678678 680680678
660662664666664666666664662660658656664662664666664666666664662660658664678676674668678676674672670666664662&S 1B 66466666668XXXXXXXXFM
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FM73007300
730073006650BASIN OUTFALL STRUCTURE,SEE DETAIL SHEET 15DESIGN HIGH WATER ELEV. =673.08' (25-YR STM)WET STORAGEDRY STORAGE675
675
674672
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668 684682680678676674668
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676 675 678670672674670
670672
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678 678680
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674 676678678
678678680678668
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672675674675674 676151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV8AE&S PHASE IB1" =40'TRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM2760WD0706/17/202264FOR EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2. REFER TO SHEET 15 FOR SEDIMENT TRAP COMPUTATIONS3. REFER TO SHEETS 17 AND 18 FOR SEDIMENT BASIN COMPUTATIONS4. SEDIMENT BASIN 1 HAS BEEN EVALUATED IN PHASE 1B TO INCLUDEPOST CONSTRUCTION DRAINAGE AREA DUE TO A SIGNIFICANTINCREASE IN DRAINAGE AREA BETWEEN PRE- AND POSTCONSTRUCTION. ALL OTHER BASINS AND TRAPS HAVE LITTLE TO NOCHANGE IN DRAINAGE AREA THROUGHOUT CONSTRUCTION.5. SEDIMENT BASINS SHOWN ON PHASE 1B MAINTAIN REQUIRED CAPACITYDURING LATER PHASES OF CONSTRUCTION WHEN THE BASIN SIZE ISREDUCED FROM WHAT IS SHOWN IN PHASE I.6. EARTHWORK SHALL BE SEQUENCED TO PROVIDE POSITIVE DRAINAGETO THE BASINS BY STARTING EARTHWORK OPERATIONS ON THE HIGHSIDE OF THE DRAINAGE SHEDS IN ORDER TO KEEP THE BASINSFUNCTIONING FOR AS LONG AS POSSIBLE OR UNTIL THE DRAINAGEAREAS ARE REDUCED AND THE BASIN IS NO LONGER NEEDED.21-14SP#24-22SEDIMENT BASIN 2 DETAILSCALE: 1" = 40'SEDIMENT BASIN 1 DETAILSCALE: 1" = 40'SEDIMENT BASIN 4 DETAILSCALE: 1" = 40'07/26/2022
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FMFMFMFMFMFMFMFMSSSSSSSSSSSSSSS S S S S S S8190
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%1.6%2.0%1.6%2.09050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050GND8993GND8973SW8993GND9050GND9040SW9030SW9050GND9040SW9030SW8993GND8973SW8993GND9050GND9040SW9030SW9050GND9040SW9030SWP8257EPP8257EPP8257EPP8257EPP8257EP0P8257EP%6.0%9.8%5.08590EP9050GND9050BLDG8590EP%1.0%2.0%2.0%2.0%2.0%2.0%2.8%2.8%2.8%2.8%2.8%2.0%2.0%2.0%2.08203EP8359EP8570EP8749EP8767EP8776EP8807EP8821EP8881EP8895EP8935EP8946EP8834EP8777EP8773EP8802EP8876EP8873EP8866EP8850EP8791EP8794EP8856EP8885EP8849EP8843EP8797EP8799EP8743EP8767EP8767EP8743EP8739EP8767EP8767EP8739EP8217EP8217EP8660TOP8660TOP8660TOP8100BP8100BP8100BP8100BP8100BP8100BP8100BP8428EP8428EP8590EP8650GND9040SW7980INV8145EP8145EP8189EP8204EP8204EP8189EP8217EP8133LP8145EP8160EP8189EP8204EP8204EP8195EP8217EP8145EP8145EP8189EP8189EP8140LP8145EP8145EP8189EP8189EP8140LP8428EP8428EP8428EP8428EP8428EP8428EP8428EP8428EP8428EP8428EP8428EP8650BW8975EP8681EP%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND7900TOP8570EP8575EP9050BLDG9000GND9000GND9000GND9000GND9000GND9000GND9000GND9000GND9050GND9000GND8975GND8950GND8950GND%2.0%2.0%2.0%2.0%2.08831GND8777EP892089208880888082008160BUILDING #2PROP.WAREHOUSEFACILITY390,320 SFFFE = 690.50SEE NOTE 1 ONTHIS SHEET (TYP)682688686684 690680680
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682 684686682682684686688688688684684686688690688686686684684682682682684686688688 686688688
688688686690688688686684686688686686688686688690688682688686688686686684684682680682684680684684
686 688690 688682682682
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682%1.6%2.0%1.6%2.0%1.6%2.0%2.0%2.0%2.0%2.0%2.08217EP8767EP8767EP8767EP8767EP8140EP8217EP8217EP8217EP8217EPS
WWWWWWWWWWWWWWWWWWWWWWWWWWWWEWWWWW676810456781921203435363738394097360616263747576ARVARVSSSSSRD207RD208RD209RD210RD211RD212RD213RD214RD215RD216RD224RD225RD226RD227RD228RD229RD230RD231RD233RD223RD232T151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'9E&S PHASE IITRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDMATCH LINE SHEET 10MATCH LINE SHEET 12FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BEPROTECTED WITH SOIL STABILIZATIONBLANKETS (EC-2).2. REFER TO SHEET 51 FOR DITCH SECTIONSAND COMPUTATIONS3. REFER TO SHEET 56 FOR OUTLETPROTECTION COMPUTATIONSCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER21-14SP#24-2207/26/2022
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8283EP8590EP8428EP8509GND8145EP7900TOP8181EP8145EP8113EP8120EP8190EP9000GND%2.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%1.6%2.0%1.6%2.09050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050GND8993GND9050GND9040SW8993GND8973SW8993GND9050GND9040SW9030SW9050GND9040SW9030SW9030SW257EP257EP257EP257EP%6.0%9.8%5.08650BW9050BLDG8590EP%2.08773EP8765EP8789EP8859EP8859EP%2.8%2.8%2.8%2.8%2.8%2.0%2.0%2.0%2.0%2.08883EP8855EP8877EP8857EP8789EP8792EP8743EP8767EP8767EP8743EP8189EP8204EP8204EP8189EP8217EP8189EP8189EP8217EP8100BP8100BP8100BP8100BP8100BP8100BP8428EP8257EP225EP8202EP8190EP8159LP8217EP8133LP8140LP8145EP8145EP8189EP8189EP8140LP8125EP8428EP8428EP8428EP8428EP8428EP8975EP8681EP8428EP8428EP8428EP8428EP8428EP50%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND9000GND9000GND9000GND9000GND9000GND9000GND9000GND9000GND7900TOP8573EP8555EP9050GND9000GND8452EP8352EP8975GND8950GND8950GND8935EP%2.0%2.0%2.0%2.0%2.08832GNDBUILDING #2PROP.WAREHOUSEFACILITY390,320 SFFFE = 690.50SEE NOTE 1 ONTHIS SHEET (TYP)688688688688686688688688688688686688686684
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684682 679680676674672680680680680680676682684674672684682682 682680674676678680682684686688690678680682684686688676684680686682674676678684680686682682688686688690688684
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682682 682680682
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682%1.6%2.0%1.6%2.0%2.0%2.0%2.0%2.08767EP8767EP8767EP8217EP8217EP8217EP8217EPEEEEEEEEEEGGGGGGGGGGGGEEEEEEEWWWWWWWWWWWWEWWWWWWWWWWW6465666713141532116171819282930313233348687888990ARVRD201RD202RD203RD204RD205RD206RD207RD217RD218RD219RD220RD221RD222RD223151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'10E&S PHASE IITRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDMATCH LINE SHEET 9MATCH LINE SHEET 11FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BEPROTECTED WITH SOIL STABILIZATIONBLANKETS (EC-2).2. REFER TO SHEET 51 FOR DITCHSECTIONS AND COMPUTATIONS3. REFER TO SHEET 56 FOR OUTLETPROTECTION COMPUTATIONSCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER21-14SP#24-2207/26/2022
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EP 8425EP8100BW8500GND8500BLDG8276EP8298EP8027EP8128EP8056EP7959EP%2.8%2.0%2.88189EP8204EP8204EP8189EP8189EP8189EP8217EP8100BP8100BP8100BP8100BP8500BLDG8040EP8040EP8040EP%2.0%2.0%2.0%1.0%1.0%1.08100GND8100GND8100GND8100GND8425EP8500GND8450GND8450GND8450GND8450GND8450GND8450GND8450GND8450GND8450GND8450GND8385EP%1.6%1.6%1.68395EP8345EP8257EP8331EP8271EP8225EP8202EP8190EP8159LP8217EP8133LP8140LP8125EP%2.0%2.0%2.0BUILDING #1PROP.WAREHOUSEFACILITY390,320 SFFFE = 685.00SEE NOTE 1 ONTHIS SHEET (TYP)659658656660660662664666670672674676678668674676678664658660662664666666664666664662660660660659658656664656658660662664666666664666664662660659658656678 680680678
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WWWW22232445434142282930313279808182787753ARVRD101RD102RD103RD104RD105RD117RD118RD119RD120RD121151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'11E&S PHASE IITRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDMATCH LINE SHEET 12MATCH LINE SHEET 10CARRYING 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 !!21-14SP#24-22NOTES:1. SLOPES 3:1 AND GREATER SHALL BEPROTECTED WITH SOIL STABILIZATIONBLANKETS (EC-2).2. REFER TO SHEET 51 FOR DITCHSECTIONS AND COMPUTATIONS3. REFER TO SHEET 56 FOR OUTLETPROTECTION COMPUTATIONS07/26/2022
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668678680680678678678678680676674
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674672666664670668666664662680678684682680682 682 680682684 684682 6826846826826826848217EP8140EP8217EP8217EP8217EP8217EP8217EP%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0E E WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFMFMFMFMFMFMFM262750493233343536373839402585848354444647485657585960555152ARVARVRD105RD106RD107RD108RD109RD110RD111RD112RD113RD114RD115RD116RD121RD122RD124RD125RD126RD127RD128RD129RD130RD131RD132RD123T151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'12E&S PHASE IITRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDMATCH LINE SHEET 9MATCH LINE-SHEET 11FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !!CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER21-14SP#24-22NOTES:1. SLOPES 3:1 AND GREATER SHALL BEPROTECTED WITH SOIL STABILIZATIONBLANKETS (EC-2).2. REFER TO SHEET 51 FOR DITCHSECTIONS AND COMPUTATIONS3. REFER TO SHEET 56 FOR OUTLETPROTECTION COMPUTATIONS07/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVMINIMUM CONSTRUCTION STANDARDSAn erosion and sediment control program adopted with this plan must be consistent withthe VSECH for 9VAC25-840-40 minimum standards:1. Permanent or temporary soil stabilization shall be applied to denuded areas withinseven days after final grade is reached on any portion of the site. Temporary soilstabilization shall be applied within seven days to denuded areas that may not be atfinal grade but will remain dormant for longer than 14 days. Permanent stabilizationshall be applied to areas that are to be left dormant for more than one year.2. During construction of the project, soil stock piles and borrow areas shall be stabilizedor protected with sediment trapping measures. The applicant is responsible for thetemporary protection and permanent stabilization of all soil stockpiles on site as wellas borrow areas and soil intentionally transported from the project site.3. A permanent vegetative cover shall be established on denuded areas not otherwisepermanently stabilized. Permanent vegetation shall not be considered establisheduntil a ground cover is achieved that is uniform, mature enough to survive and willinhibit erosion.4. Sediment basins and traps, perimeter dikes, sediment barriers and other measuresintended to trap sediment shall be constructed as a first step in any land-disturbingactivity and shall be made functional before upslope land disturbance takes place.5. Stabilization measures shall be applied to earthen structures such as dams, dikesand diversions immediately after installation.6. Sediment traps and sediment basins shall be designed and constructed based uponthe total drainage area to be served by the trap or basin.a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acreof drainage area and the trap shall only control drainage areas less than three acres.b. Surface runoff from disturbed areas that is comprised of flow from drainage areasgreater than or equal to three acres shall be controlled by a sediment basin. Theminimum storage capacity of a sediment basin shall be 134 cubic yards per acre ofdrainage area. The outfall system shall, at a minimum, maintain the structural integrityof the basin during a 100-year storm of 24-hour duration. Runoff coefficients used inrunoff calculations shall correspond to a bare earth condition or those conditionsexpected to exist while the sediment basin is utilized.7. Cut and fill slopes shall be designed and constructed in a manner that will minimizeerosion. Slopes that are found to be eroding excessively within one year ofpermanent stabilization shall be provided with additional slope stabilizing measuresuntil the problem is corrected.8. Concentrated runoff shall not flow down cut or fill slopes unless contained within anadequate temporary or permanent channel, flume or slope drain structure.9. Whenever water seeps from a slope face, adequate drainage or other protection shallbe provided.10. All storm sewer inlets that are made operable during construction shall be protectedso that sediment-laden water cannot enter the conveyance system without first beingfiltered or otherwise treated to remove sediment.11. Before newly constructed stormwater conveyance channels or pipes are madeoperational, adequate outlet protection and any required temporary or permanentchannel lining shall be installed in both the conveyance channel and receivingchannel.12. When work in a live watercourse is performed, precautions shall be taken to minimizeencroachment, control sediment transport and stabilize the work area to the greatestextent possible during construction. Nonerodible material shall be used for theconstruction of causeways and cofferdams. Earthen fill may be used for thesestructures if armored by nonerodible cover materials.13. When a live watercourse must be crossed by construction vehicles more than twice inany six-month period, a temporary vehicular stream crossing constructed ofnonerodible material shall be provided.14. All applicable federal, state and local requirements pertaining to working in orcrossing live watercourses shall be met.15. The bed and banks of a watercourse shall be stabilized immediately after work in thewatercourse is completed.16. Underground utility lines shall be installed in accordance with the following standardsin addition to other applicable criteria:a. No more than 500 linear feet of trench may be opened at one time.b. Excavated material shall be placed on the uphill side of trenches.c. Effluent from dewatering operations shall be filtered or passed through an approvedsediment trapping device, or both, and discharged in a manner that does notadversely affect flowing streams or off-site property.d. Material used for backfilling trenches shall be properly compacted in order tominimize erosion and promote stabilization.e. Restabilization shall be accomplished in accordance with this chapter.f. Applicable safety requirements shall be complied with.17. Where construction vehicle access routes intersect paved or public roads, provisionsshall be made to minimize the transport of sediment by vehicular tracking onto thepaved surface. Where sediment is transported onto a paved or public road surface,the road surface shall be cleaned thoroughly at the end of each day. Sediment shallbe removed from the roads by shoveling or sweeping and transported to a sedimentcontrol disposal area. Street washing shall be allowed only after sediment is removedin this manner. This provision shall apply to individual development lots as well as tolarger land-disturbing activities.18. All temporary erosion and sediment control measures shall be removed within 30days after final site stabilization or after the temporary measures are no longerneeded, unless otherwise authorized by the VESCP authority. Trapped sediment andthe disturbed soil areas resulting from the disposition of temporary measures shall bepermanently stabilized to prevent further erosion and sedimentation.19. Properties and waterways downstream from development sites shall be protectedfrom sediment deposition, erosion and damage due to increases in volume, velocityand peak flow rate of stormwater runoff for the stated frequency storm of 24-hourduration in accordance with the following standards and criteria. Stream restorationand relocation projects that incorporate natural channel design concepts are notman-made channels and shall be exempt from any flow rate capacity and velocityrequirements for natural or man-made channels:a. Concentrated stormwater runoff leaving a development site shall be dischargeddirectly into an adequate natural or man-made receiving channel, pipe or storm sewersystem. For those sites where runoff is discharged into a pipe or pipe system,downstream stability analyses at the outfall of the pipe or pipe system shall beperformed.b. Adequacy of all channels and pipes shall be verified in the following manner:(1) The applicant shall demonstrate that the total drainage area to the point of analysiswithin the channel is one hundred times greater than the contributing drainagearea of the project in question; or(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify thatstormwater will not overtop channel banks nor cause erosion of channel bed orbanks.(b) All previously constructed man-made channels shall be analyzed by the use ofa 10-year storm to verify that stormwater will not overtop its banks and by theuse of a two-year storm to demonstrate that stormwater will not cause erosionof channel bed or banks; and(c) Pipes and storm sewer systems shall be analyzed by the use of a 10-yearstorm to verify that stormwater will be contained within the pipe or system.c. If existing natural receiving channels or previously constructed man-made channelsor pipes are not adequate, the applicant shall:(1) Improve the channels to a condition where a 10-year storm will not overtop thebanks and a two-year storm will not cause erosion to the channel, the bed, or thebanks; or(2) Improve the pipe or pipe system to a condition where the 10-year storm iscontained within the appurtenances;(3) Develop a site design that will not cause the pre-development peak runoff ratefrom a two-year storm to increase when runoff outfalls into a natural channel or willnot cause the pre-development peak runoff rate from a 10-year storm to increasewhen runoff outfalls into a man-made channel; or(4) Provide a combination of channel improvement, stormwater detention or othermeasures which is satisfactory to the VESCP authority to prevent downstreamerosion.d. The applicant shall provide evidence of permission to make the improvements.e. All hydrologic analyses shall be based on the existing watershed characteristics andthe ultimate development condition of the subject project.f. If the applicant chooses an option that includes stormwater detention, he shall obtainapproval from the VESCP of a plan for maintenance of the detention facilities. Theplan shall set forth the maintenance requirements of the facility and the personresponsible for performing the maintenance.g. Outfall from a detention facility shall be discharged to a receiving channel, andenergy dissipators shall be placed at the outfall of all detention facilities as necessaryto provide a stabilized transition from the facility to the receiving channel.h. All on-site channels must be verified to be adequate.i. Increased volumes of sheet flows that may cause erosion or sedimentation onadjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipesystem, or to a detention facility.j. In applying these stormwater management criteria, individual lots or parcels in aresidential, commercial or industrial development shall not be considered to beseparate development projects. Instead, the development, as a whole, shall beconsidered to be a single development project. Hydrologic parameters that reflect theultimate development condition shall be used in all engineering calculations.k. All measures used to protect properties and waterways shall be employed in amanner which minimizes impacts on the physical, chemical and biological integrity ofrivers, streams and other waters of the state.l. Any plan approved prior to July 1, 2014, that provides for stormwater managementthat addresses any flow rate capacity and velocity requirements for natural orman-made channels shall satisfy the flow rate capacity and velocity requirements fornatural or man-made channels if the practices are designed to (i) detain the waterquality volume and to release it over 48 hours; (ii) detain and release over a 24-hourperiod the expected rainfall resulting from the one year, 24-hour storm; and (iii)reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hourstorms to a level that is less than or equal to the peak flow rate from the siteassuming it was in a good forested condition, achieved through multiplication of theforested peak flow rate by a reduction factor that is equal to the runoff volume fromthe site when it was in a good forested condition divided by the runoff volume fromthe site in its proposed condition, and shall be exempt from any flow rate capacity andvelocity requirements for natural or man-made channels as defined in any regulationspromulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.m.For plans approved on and after July 1, 2014, the flow rate capacity and velocityrequirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied bycompliance with water quantity requirements in the Stormwater Management Act (§62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless suchland-disturbing activities are in accordance with 9VAC25-870-48 of the VirginiaStormwater Management Program (VSMP) Regulation or are exempt pursuant tosubdivision C 7 of § 62.1-44.15:34 of the Act.n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 ofthe Virginia Stormwater Management Program (VSMP) Regulation shall be deemedto satisfy the requirements of this subdivision 19.As Shown13E&S NARRATIVESTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDEROSION AND SEDIMENTCONTROL NARRATIVEDescription: The project development will consist of construction of two large industrial warehouses, withrelated utilities, parking, and road roadways. The property is zoned M1 and is located north of Redbud Rd.approximately 0.5 miles east of Route 11 and Interstate 81 in Frederick County, Virginia. The total sitearea is 71.6958 acres, of which approximately 64.25 acres will be disturbed for construction.Date of construction: Construction will begin following plan approval and will take approximately twelve(12) months to complete.Existing site conditions: The proposed site is vacant scrub growth vegetation covered agricultural landwith a rolling terrain and generally drains to the south and east. The site is divided into one major drainagearea on the west half, and several smaller ones on the east. Typical slopes range between 1% and 6%.Adjacent areas: The site is bounded on the west by the CSX Railroad, on the north and northeast byvacant agricultural lands zoned M1, to the southeast by residential developed land zoned RA, and on thesouth by Redbud Road (Rt. 661).Offsite areas: No offsite areas will be impacted by this project.Soils: The existing soil conditions were obtained from the USDA Soils Survey. The soils on this siteconsist mostly of Carbo silt loam (5B and 5C) and the Carbo-Oaklet silt loam (6-C).Critical areas: There are no Critical Areas associated with this plan.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosionand sediment control measures shall be constructed and maintained according to the minimum standardsand specifications of the Virginia Erosion and Sediment Control Handbook.Structural Measures:E&S Phase I:Install Temporary Construction Entrance with Wash Rack (3.02) at the entrance to the site on SnowdenBridge Blvd.Install perimeter erosion sediment controls silt fence (3.05) and smart fence as shown on the plans tointercept and detain small amounts of sediment from disturbed areas during construction in order toprevent sediment from leaving the site. Super silt fence may be used in lieu of smart fence.Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to thesediment trapping structures.Install temporary sediment traps (3.13) as shown on plan as a Phase 1 control measures prior to clearingthe site. Traps shall detain runoff long enough to allow the majority of sediment to settle out prior to leavingthe site.Install temporary sediment basins (3.14) as shown on the plan prior to clearing the site. Basins shall retainthe major runoff to allow sediment to settle prior to leaving the site.NOTE: Sediment Basins 1, 2, and 3 will become permanent stormwater facilities upon completion of theproject. Contractor is to install the permanent SWM structures associated with these ponds as as Phase IE&S measures. These structures must be temporarily modified in order to serve as temporary sedimentbasins. See page 15 for details. Once the upstream area has been stabilized as defined by VESCH,contractor must completely remove the temporary measures applied to these structures in order for themto function as permanent SWM ponds.Install a temporary compost filter sock as a temporary level spreader at the outfall of Sediment Basin #1.Sock to be manufactured by Filtrexx utilizing a 24 inch, 5 mil HDPE Soxx filter sock or approved equal.Coordinate relocation/demolition of existing utilities in location shown on plans.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 orgreater) and as needed to stabilize disturbed areas.E&S Phase II:Phase I controls shall remain into Phase II for the duration of the project or until drainage area isstabilized.Install inlet and outlet protection measures as stormwater structures are installed.Nearing completion of the final drive grade, the remainder of storm sewer shall be installed. Culvert Inletprotection (3.08) and Inlet protection (3.07) shall be installed on all new inlets throughout the site.Fill slope surface shall be left in a roughened condition to reduce erosion. Contractor shall redirect theconcentrated flow away from the fill slope by installing diversion dike and divert the runoff to sedimenttraps or sediment basins.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 orgreater) and as needed to stabilize disturbed areas.* Stormwater Management Structures shall not be converted from sediment basins until their respectivedrainage areas are completed and stabilized.* BMPs shall not be installed until their respective drainage area is completed and full stabilized.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days afterfinal grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven(7) days to 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 morethan six (6) months.Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/ortemporary vegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded andmulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately afterconstructionErosion 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.Management Strategies:Construction shall be sequenced such that grading operations will begin and end as quickly aspossible.The site superintendent shall be responsible for the installation and maintenance of all erosion andsediment control measures. Maintenance of these measures throughout the project is critical to theeffectiveness of the program.After areas above controls have been stabilized, the controls shall be cleaned up and removed.Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted,seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open atany one time.All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.Drainage swales shall be stabilized with check dams until vegetation has been well established, atwhich time the check dams shall be removed.Devices listed above are considered minimum erosion and sediment controls. Additional controlmeasures may be necessary due to contractor phasing or other unforeseen conditions. It is thecontractor's responsibility to provide additional measures to those shown, as needed, in order tocontrol erosion and contain sediment on site. All measures shall be installed according to thestandards and specifications in the Virginia Erosion and Sediment Control Handbook.Stormwater Management:Increased runoff from this development will be controlled by the Project's stormwater managementfacilities (See sheets 34 - 43).Maintenance Program:All control measures shall be inspected daily by the site superintendent or his representative andwithin 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Anydamaged structural measures are to be repaired by the end of the day. Seeded areas shall bechecked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilizedand re-seeded as needed until grass is established.Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of byspreading on site.Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged bysediment, it shall be removed and cleaned or replaced immediately.The contractor is responsible for keeping existing public roads in a clean, dust and mud free,condition at all times.Erosion and sediment control program:Phase I1. Hold pre-construction meeting on site with inspector.2. Install construction entrance.3. Clearing and grubbing for placement of sediment control devices only.4. Obtain inspector's approval prior to beginning grading operations.5. Clear and grub main area of site protected by installed E&S controls.Phase II6. Rough grade remainder of site.7. Install drainage devices with sediment control.8. Final grading.9. Restoration and stabilization of disturbed areas.10. Remove erosion and sediment control measures with the approval of the inspector.Note: The Frederick County Public Works and Engineering Department retain the right to addand/or modify these erosion and sediment control measures during the construction process,within reason, to ensure adequate protection to the public and the environment.Seeding schedule (soil stabilization):1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.2. Spread topsoil at a minimum depth of four (4) inches.3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000square feet (2 tons per acre).4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red TopClover.6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored withcutback or emulsified asphalt applied at a rate of 200 gallons per acre.Dust control:1. Temporary seeding shall be applied to all disturbed areas subject to little or no constructiontraffic.2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface iswet and repeated as needed to control dust.VARIANCE REQUEST - SMARTFENCE & COMPOST FILTER SOCK:We are requesting the use of an alternative erosion and sediment control measures that is notlisted in the Virginia Erosion and Sediment Control Handbook.1. ACF Environmental - Smartfence: Smartfence is an perimeter erosion control deviceequivalent to super silt fence, see detail on sheet 16.2. Filtrexx - Compost Filter Sock: Compost filter sock is equivalent to silt fence, see detail onsheet 16. This will allow for less disturbance since it can be installed on the surface andrequires no excavation.TRADEPORT 8121-14SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A14E&S DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDTRADEPORT 8121-14SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A15E&S DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDSEDIMENT BASIN CONVERSION TO SWM BASIN NOTES:1. THE DETAIL ABOVE SHOWS THE PERMANENT RISER AND OUTFALL STRUCTURE IN COLOR GRAY AND TEMPORARY E&SMODIFICATIONS TO THE SEDIMENT BASIN ARE SHOWN IN BLACK.2. INSTALL PRINCIPAL RISER , OUTLET PIPE, AND DAM EMBANKMENT AS SHOWN ON SWM POND DETAIL SHEETS.3. E&S MEASURES TO REMAIN UNTIL UPSTREAM AREAS ARE PERMANENTLY STABILIZED.4. DURING E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE MODIFIED AS SHOWN ABOVE.TEMPORARILY BLOCK WEIR AND ORIFICE OPENINGS AND INSTALL TEMPORARY DEWATERING ORIFICE AND DEWATERDEVICE.5. TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN- DEWATER BASIN AS NECESSARY USING PUMPED WATER FILTER BAG.- REMOVE ALL ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE BASIN.- REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING SHOWN ON THE GRADING PLAN AND POND DETAIL SHEETS.- REMOVE TEMPORARY DEWATERING DEVICE AND GROUT DEWATERING ORIFICES CLOSED (UNLESS OPENING ISPROPOSED WITH SWM BASIN).- REMOVE TEMPORARY BLOCKING.- SEE SHEETS 36-43 FOR SWM BASIN DETAILS.36" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)4'4.5'**THE 100 YEAR WATER SURFACE ELEVATION(WSE) ASSUMES ALL OPENINGS BELOW THETOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS AT THE TOP OF THE RISER.3:112' WIDEPROP. GRADESEDIMENT BASIN #1 (SWM POND #1) -PRINCIPAL RISER MODIFICATIONSNTSTOP OF RISERELEV =663.20TOP OF BERMELEV.=666.004" ORIFICEINV.=657.50INV.=656.25INV.= 653.70INV.=654.00SPILLWAYELEV.=663.502' CLAY LINER WITH 6"TOPSOIL CAP6" DIP DRAIN WITHVALVE (NORMALLYCLOSED)TERMINATE LINER@ 10 YR WSE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCYWET STORAGE ELEV 660.00' INV.=660.0012" SCH 40 PVC6" GATE VALVEWITH STEMHAND WHEEL (TYP)STEM GUIDE (TYP)CONCRETE BLOCKSFOR VALVE SUPPORTWEIR ELEV = 662.002.0' W x 1.2' HVDOT EW-1 (SEE LOW FLOWORIFICE DETAIL, THIS SHEET)ELEV = 652.70ELEV = 648.20DO NOT INSTALL REVERSE PIPE,DEWATERING DEVICE TO BEINSTALLED DURING E&S PHASETEMP. PERFORATEDPOLYETHYLENE DRAINAGE PIPE(15") DEWATERING SYSTEMSEE DETAIL SHEET 14100YR WATER ELEV = 664.10**INSTALL 12"DEWATERINGORIFICE = 660.00CAP/BLOCK OPENINGBLOCKOPENING TOELEV =662.5DRY STORAGE ELEV 663.20'10YR WATER ELEV = 661.81EX. GRADESB1 FLOOREX. GRADE656.40 ATBOTTOM OFSB124" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)4'3.0'**THE 100 YEAR WATER SURFACE ELEVATION(WSE) ASSUMES ALL OPENINGS BELOW THETOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS AT THE TOP OF THE RISER.3:110' WIDE100 YR WS ELEV 673.83'**SEDIMENT BASIN #2 (SWM POND #2) -PRINCIPAL RISER MODIFICATIONSNTSTOP OF RISERELEV =673.00TOP OF BERMELEV.=675.00TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL1.0" ORIFICEINV.=666.10INV.=667.40SPILLWAYELEV.=673.002' CLAY LINER WITH 6"TOPSOIL CAPTERMINATE LINER@ 10 YR WSE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCY INV.=667.5012" SCH 40PVCWEIR ELEV = 670.701.5' W x 2.3' HVDOT EW-1 (SEE LOWFLOW ORIFICE DETAIL,THIS SHEET)ELEV = 664.40BLOCK OPENINGTEMP. PERFORATEDPOLYETHYLENE DRAINAGEPIPE (8") DEWATERINGSYSTEM SEE DETAILSHEET 14INSTALL 6"DEWATERINGORIFICE = 669.50BLOCK OPENINGTO ELEV= 672.00DRY STORAGE ELEV 672.00'10YR WATER ELEV = 672.78GRADE ATSB2 FLOORGRADE 666.50AT BOTTOMOF SB2WET STORAGE ELEV 669.50'PROP. GRADE24" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)4'3.0'**THE 100 YEAR WATER SURFACE ELEVATION(WSE) ASSUMES ALL OPENINGS BELOW THETOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS AT THE TOP OF THE RISER.3:110' WIDE10 YR WS ELEV 677.34'100 YR WS ELEV 679.86'**STORMWATER MANAGEMENT BASIN 3PRINCIPAL RISER SECTIONNTSTOP OF RISERELEV =679.50TOP OF BERMELEV.=681.50TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL1.5" ORIFICEINV.=674.00INV.=674.90SPILLWAYELEV.=679.002' CLAY LINER WITH 6"TOPSOIL CAPTERMINATE LINER@ 10 YR WSE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCY INV.=675.0012" SCH 40 PVCWEIR ELEV = 677.302.5' W x 2.2' HVDOT EW-1 (SEE LOW FLOWORIFICE DETAIL, THIS SHEET)ELEV = 671.90TEMP. PERFORATED POLYETHYLENEDRAINAGE PIPE (10") DEWATERINGSYSTEM SEE DETAIL SHEET 14WET STORAGE ELEV 675.20'GRADE 671.00 ATBOTTOM OF SB3DO NOT INSTALL REVERSE PIPE,DEWATERING DEVICE TO BEINSTALLED DURING E&S PHASEDRY STORAGE ELEV 677.30'INSTALL14" STEEL PLATEW/8" DEWATERINGORIFICE = 675.20PROP. GRADENOT TO SCALE2:1SB#1 - LEVEL SPREADER OUTFALL2:11.0'V-DITCH W/ZEROLONGITUDINAL SLOPEAT SB#1 OUTFALLINVERT 655.0024" COMPOSTFILTER SOCKSB#1 EMBANKMENT3:1TRADEPORT 8121-14SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A16E&S DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WD102101100FLOW
FLOW2"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 HDPE 5 mil HDPE 5 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 psi 26 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 & JMDTRADEPORT 8121-14SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A17E&S DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDSEE SWM BASIN DETAILS FOR ANTI-SEEPCOLLAR DETAILS AND DESIGNSEE SWM BASIN DETAILS FOR ANTI-SEEPCOLLAR DETAILS AND DESIGNTRADEPORT 8121-14SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A18E&S DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDSEE SWM BASIN DETAILS FOR ANTI-SEEPCOLLAR DETAILS AND DESIGNTRADEPORT 8121-14SP#24-2207/26/2022
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EEEEEEEGGGGGGGE EEE WWWWWWWWWWWWWWWWWWWWWWWWWWWWWFMFMFMFMFMFMARVARVARVARVARVSSTTSWMPOND 3BRLBRLBRLBRLBRLBRLBRL 75' INACTIVEBUFFER25' ACTIVE BUFFERBUILDING #2PROP.WAREHOUSEFACILITY390,320 SFFFE = 690.50REDBUD ROADCSX RAILROADRED
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DSNOWDEN BRIDGEBOULEVARDGRID MERIDIANVA NORTH ZONE NAD83PER GPS OBSERVATION30' ACCESS DR.BIORETENTIONASWMPOND 2SWMPOND 130' ACCESS DR.BRL48' ACCESS DR.30' ACCESS DR.BUILDING #1PROP.WAREHOUSEFACILITY390,320 SFFFE = 685.00155.19'280.05'219.21'1148.98'1028.91'156.15'367.15'953.83'953.83'411.83'411.83'131.23'177.82'178.32'232.15'846.01'1013.98'PROPOSEDMONUMENTSIGN. SEESHEET 2 FORSETBACKS151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 100'19OVERALL SITE LAYOUT & GRADING PLANTRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDSHEET 22 & 26SHEET 21 & 25SHEET 23 & 27SHEET 20 & 2421-14SP#24-2207/26/2022
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AWWWWWWWWWWWWWWWWW1010188101810112211918105126WWWWWWWWWWWEWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMFM676810456781921203435363738394097360616263747576ARVARVSSSSSBCRD207RD208RD209RD210RD211RD212RD213RD214RD215RD216RD224RD225RD226RD227RD228RD229RD230RD231RD233RD223RD23212' CONC DOLLY PAD (SEE NOTE 1)14'TYP60' TYP11'TYP53' TYP81'10'TYP20' TYP24'20' TYP18' TYP24'18' TYP10'TYP10'TYP10'TYPCG-6TCG-6TR=5'R=5'R=5'R=5'R=10'R=4'R=10'R=4'
R=10'R=4'R=10'R=4'R=5'R=5'R=10'R=4'R=10'R=4'
R=10'R=4'R=10'R=4'R=5'R=5'10'=4'0'=4'10'=4'0'=4'R=5''CG-6RCG-6RCG-6RCG-6R41'BUILDING #2PROP. WAREHOUSEFACILITY390,320 SFR=10'R=4'R=10'R=4'R=10'R=10'R=5'R=5'R=5'R=5'R=5'R=5'R=5'R=5'10'R=10'5' S/WCG-12B3' CLASS A1RIP-RAP3' CLASS A1RIP-RAP8' ASPHALT TRAILCB-12BR=47'8' ASPHALT TRAIL8' ASPHALT TRAIL953.83'411.83'VEHICLERAMPR=5'R=5'R=5'8' SHOULDER4' GRAVEL/4' GRASS(TYP)CG-6CG-6CG-6RCG-6CG-6RCG-6CG-6REPEPEPEPEPEPEPEPT18' TYP24'R=5'R=5'CG-12BCHANNEL LINER(TYP.) SEESHEET 51RETAININGWALLMAIN OFFICE SPACE100'x60' (6,000 S.F.)MAIN OFFICE SPACE100'x60' (6,000 S.F.)100'100'100'75'37'109'107'100'100'100'75'37'109'105'101'84'81'30'30'30'24'20'24'24'24'63'PROPOSED PICNIC AREA 21.0' x 22.4' -4" CL A3 CONCRETE PAD W/ WELDED WIRE FABRIC(SEE NOTE 6)DUMPSTERLOADING DOCK DOOR(TYP)ACCESS STAIRS(TYP)LIGHT FIXTURE (TYP)DRIVE IN DOORMAIN ELECTRICAL ROOM5.5' x 6.5' CONC PAD(AREA OF RESCUE)5.5' x 5.5' CONC PAD(TYP)EXTERIOR AREA OF REFUGE SEEFREDERICK COUNTY INSPECTIONSNOTE #3 SHEET 2EXTERIOR AREA OF REFUGEEXTERIOR AREA OF REFUGEEXTERIOR AREAOF REFUGEEXTERIOR AREAOF REFUGER=50'R=10'R=10'R=10'R=10'R=100'R=90'R=75'R=75'17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+0025+0026+00 27+00 28+0029+0030+0031+00
CURB TRANSITIONCG-6R TO CG-6T (TYP)CG-2R=5'R=5'R=5'R=5'CG-12BCG-12BCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RR=5'91'98'98'98'98'25'101CONCRETE SCUPPERSEE DETAIL SHEET 54CONCRETE SCUPPERSEE DETAIL SHEET 5411+0012+0013+0047+00 48+00 49+0050+0051+00 52+00 53+00 54+0055+0056+0057+0010+0011+0012+0013+0010+00 11+00 12+00 13+00 14+00 15+00 16+010+000010+0011+0010+0011+0010+008' CROSSWALKSIGN (TYP)FIRE PUMP ROOMMETER AND BACK FLOWPREVENTION INTERNAL TOBUILDING (SEE NOTE 9)PROP FH ASBYW/ BOLLARDSPROP FH ASBYPROP FH ASBY45° BENDSPROP 12" x 8" TEE,2-12" G.V., 1-8" G.V.PROP 8" x 6" TEE,1-6" G.V.PROP 12" x 12" TEE, 3-12" G.V.PROP 12" x 6" TEE,1-12" G.V., 1-6" G.V.10+00 WL "B"57+20.61 WL "B"13+25.85 WL "A"PROP 12" x 12" TEE,3-12" G.V.CONNECT TO EX. WATERLINE.CONTRACTOR TO FIELD VERIFY AS-BUILTCONDITIONS OF WATERLINE PRIOR TOSTART OF CONSTRUCTIONFDC, 1-8" G.V.PROP 12" x 8" TEE,1-8" G.V. 12" WATER LINE "A" 12" WATER LINE "B" 12" WATER LINE "C"12" WATER LINE "B" 8" WATER LINE "F"45° BEND' 1-6" G.V.PRIVATE FORCESEWER LATERAL(FSL)CONNECT TO EX. SANITARY SEWER. CONTRACTORTO FIELD VERIFY AS-BUILT CONDITIONS OFSANITARY PRIOR TO START OF CONSTRUCTION 8" WATER LINE "E"6" WATERLINE "H"8" ROOF DRAINSEE NOTE 8R=60'12"x6" TEE, 1-6" G.V.PROP 12" x 8" TEE, 1-8" G.V.1-8"X6" REDUCER, 1-6"G.V., PROP FH ASBYPROP BOLLARD (TYP)CLASS A1 RIP-RAP (TYP)TYP)CG-6RCG-CONCRETE SCUPPERSEE DETAIL SHEET 54CONCRETESCUPPER SEEDETAIL SHEET 54PROP 20' WIDEFREDERICK WATERESM'T.6" SCH 80 SLEEVEWITHIN W/LEASEMENTPROP 20' WIDEFREDERICK WATERESM'T.PROP 20' WIDEFREDERICK WATERESM'T.PROP 20' WIDEFREDERICK WATERESM'T.PROP 20' WIDEFREDERICK WATER ESM'T.PROP 20' WIDEFREDERICK WATERESM'T.48'CG-6CG-6CG-6CG-6CG-6PERT 54R54 8" WATER LINE "D"LIMITS OFDISTURBANCE (TYP)PROP ARVLIGHT POLE(TYP)PROPOSED PICNICAREA 21.0' x 22.4' -4" CL A3 CONCRETEPAD W/ WELDEDWIRE FABRIC(SEE NOTE 6)CURB TRANSITIONCG-6R TO CG-6 (TYP)45° BENDS10+0011+0012+0013+0014+0015+0016+0017+0018+00 19+00 20+00AL TERMINALG ASSEMBLYR=47'PRIVATE GRAVITYSANITARY SEWERPROP.MONUMENTSIGNPROP ARVFW PRIVATEEND OF PROP 20' FREDERICKWATER EASM'T.FWPRIVATECONTRACTOR TO FIELD VERIFYAS-BUILT CONDITIONS OFINTERSECTION PRIOR TO START OFCONSTRUCTION, ENGINEER SHALL BENOTIFIED IMMEDIATELY IF ANYCONFLICTS ARISE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'20SITE & UTILITY PLANTRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDNOTES:1. CONTRACTOR SHALL CONFIRM LOCATION OF TRACTOR TRAILER CONCRETE DOLLY PADS WITH THEOWNER/DEVELOPER PRIOR TO CONSTRUCTION TO ENSURE LOCATION IS ACCEPTABLE.2. PROPOSED BUILDING MOUNTED SIGNS SHALL BE REVIEWED AND APPROVED WITH THE FREDERICK COUNTY BUILDINGPERMIT. ANY BUSINESS SIGNS (FREESTANDING OR MONUMENT) SHALL BE REVIEWED AND APPROVED BY FREDERICKCOUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.3. POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OFCONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IFANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIEDIMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.4. CROSS WALKS SHALL BE TYPE A CLASS I WHITE PAVEMENT MARKING. LONGITUDINAL LINES SHOULD BE 12 TO 24INCHES WIDE AND SEPARATED BY GAPS OF 12 TO 60 INCHES. THE DESIGN OF THE LINES SHOULD AVOID THE WHEELPATHS IF POSSIBLE, AND THE GAP BETWEEN THE LINES SHOULD NOT EXCEED 2.5 TIMES THE WIDTH OF THELONGITUDINAL LINES.5. CROSSWALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSED CROSSWALKS.CROSSWALK MARKINGS ARE TO BE LONGITUDINAL WITH THE FLOW OF TRAFFIC AND SHOULD MATCH THE EXISTINGCROSSWALK MARKINGS IN THE INDUSTRIAL CENTER IF APPLICABLE.6. OWNER TO INSTALL 4 PICNIC TABLES PER A BUILDING WITHIN 30 DAYS OF OCCUPANCY FOR EMPLOYEE USE.7. EXISTING SANITARY SEWER AND EASEMENT SHOWN PER PLAN "SANITARY SEWER FOR GRAYSTONE COMMERCECENTER AND STEPHENSON VILLAGE" BY STOWE ENGINEERING, PLAN DATE 11/24/2017 AND REVISED DATE 10/3/20188. ALL ROOF LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 8" HDPE SMOOTH BORE PIPING. ROOF LEADERCONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL.9. 2" (BLDG #1 & #2) DOMESTIC WATER METER AND 8" (BLDG #1 & #2) FIRE PROTECTION WATER METER AND THEIRASSOCIATED BACK FLOW PREVENTION DEVICES ARE LOCATED WITHIN THE FIRE PUMP ROOM. THE FIRE PROTECTIONWATER METER SHALL BE HP PROTECTUS III FIRE SERVICE METER. SEE MEP PLANS FOR DETAILS. BOTH METERS, BACKFLOW PREVENTION DEVICES, AND AMR(AUTOMATED METER READERS) DEVICES SHALL MEET FREDERICK WATERSPECIFICATIONS. INSTALLATION SHALL BE PER FREDERICK WATER'S INSPECTORS REQUIREMENTS.MATCH LINE SHEET 21MATCH LINE SHEET 2321-14SP#24-2207/26/2022
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67966610101010EEEEEEEEEEGGGGGGGGGGGGEEEEEEEWWWWWW7188918109181010188WWWWWWEWWWWWWWWWWW6465666713141532116171819282930313233348687888990ARVRD201RD202RD203RD204RD205RD206RD207RD217RD218RD219RD220RD221RD222RD22312' CONC DOLLY PAD (SEE NOTE 1)60' LOADING DOCKCG-6T11'TYP60' TYP53' TYP81'18' TYP24'10'TYP20' TYP24'20' TYP18' TYP24'18' TYP10'TYP10'TYPCG-6TR=5'R=5'R=10'R=4'R=10'R=4'
R=10'R=4'R=10'R=4'R=5'R=5'R=5'R=5'R=5'R=5'R=5'R=5'R=10'R=5'R=5'R=5'
R=10'CG-6TCG-6RCG-6RCG-6R40'R=10'R=4'R=10'R=4'R=10'R=10'R=5'R=5'R=4'R=5'R=5'R=10'VEHICLERAMPR=5'CG-6T8' SHOULDER4' GRAVEL/4' GRASS(TYP)24'CG-6CG-6CG-6RCG-6CG-6RCG-6EPEPEPEPBUILDING #2PROP. WAREHOUSEFACILITY390,320 SF14'TYP8' CLASS A1RIP-RAP5' CLASS A1RIP-RAPGRASS ACCESSWAY TO SWM/BMPFACILITIESSWM BASIN 3SEE SHEET 41BIORETENTION ASEE SHEET 41FOREBAYEMERGENCYSPILLWAY10 YR WSE = EXTENTOF CLAY LINERCHANNEL LINER (TYP.)SEE SHEET 51411.83'RETAININGWALLMAIN OFFICE SPACE100'x60' (6,000 S.F.)100'100'100'75'37'63'81'112'111'109'100'100'100'75'37'112'111'109'30'30'30'24'64'DUMPSTERLOADING DOCK DOOR(TYP)ACCESS STAIRS(TYP)LIGHT FIXTURE (TYP)DRIVE IN DOOR5' x 5.5' CONC PAD(TYP)LIMITS OFDISTURBANCEMAIN ELECTRICAL ROOM5.5' x 5.5' CONC PAD(TYP)5.5' x 6.5' CONC PAD(AREA OF RESCUE)EXTERIOR AREA OFREFUGEEXTERIOR AREA OF REFUGEEXTERIOR AREA OFREFUGER=10'R=58'R=50'
R=10'
R=10
0'
R=90'
31+0032+0033+0034+00
35+0036+0037+0038+0039+0040+0041+0042+0043+00CG-2CURB TRANSITIONCG-6R TO CG-6T(TYP)24'BCG-12BCG-6RCG-6RCG-6RCG-6R101'98'98'148'CONCRETE SCUPPERSEE DETAIL SHEET 54CONCRETE SCUPPERSEE DETAIL SHEET 5413+0014+00 15+00 16+00 17+0018+0019+0020+0021+0022+0023+0024+000016+00 17+00 18+00 19+0020+0010+0010+0045° BENDSPROP FH ASBYPROP FH ASBYPROP FH ASBYW/ BOLLARDSPROP FH ASBY45° BEND, 1-6" G.V.12"X6" TEE, 1-12"G.V., 1-6" G.V.PROP 12" x 6" TEE,1-6" G.V.PROP 12" x 8" TEE,1-8" G.V. 12" WATER LINE "B"12" WATER LINE "B" 12" WATER LINE "C"TER LINE "G"PROP 12" x 12" TEE,3-12" G.V.6" WATERLINE "I"8" ROOF DRAINSEE NOTE 8CG-6CG-612"X6" TEE, 1-12" G.V.,1-6" G.V.CLASS A1RIP-RAP (TYP)YP)CG-6RCG-6RCONCRETESCUPPER SEEDETAIL SHEET 54CONCRETESCUPPER SEEPROP 20' WIDEFREDERICK WATERESM'T.PROP 20' WIDEFREDERICK WATERESM'T.PROP 20' WIDEFREDERICK WATERESM'T.8" ROOF DRAIN WITHINSERTA TEE CONNECTIONSEE NOTE 8APPROX. LOCATION OF ELECTRICAND GAS SHOWN FOR CONFLICTANALYSIS ONLY. DESIGN PERUTILITY COMPANY6" SCH 80 SLEEVEWITHIN W/LEASEMENTCG-6CG-6CG-6CG-6R54R5410' CLASS A1RIP-RAP8' CLASS IIRIP-RAPLIMITS OFDISTURBANCE (TYP)LIGHT POLE(TYP)PROPARVCG-6151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'21SITE & UTILITY PLANTRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDMATCH LINE SHEET 20MATCH LINE SHEET 2221-14SP#24-22NOTES:1. CONTRACTOR SHALL CONFIRM LOCATION OF TRACTOR TRAILER CONCRETE DOLLY PADS WITH THEOWNER/DEVELOPER PRIOR TO CONSTRUCTION TO ENSURE LOCATION IS ACCEPTABLE.2. PROPOSED BUILDING MOUNTED SIGNS SHALL BE REVIEWED AND APPROVED WITH THE FREDERICK COUNTYBUILDING PERMIT. ANY BUSINESS SIGNS (FREESTANDING OR MONUMENT) SHALL BE REVIEWED ANDAPPROVED BY FREDERICK COUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.3. POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES INCOORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANYPROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS,THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.4. CROSS WALKS SHALL BE TYPE A CLASS I WHITE PAVEMENT MARKING. LONGITUDINAL LINES SHOULD BE 12 TO24 INCHES WIDE AND SEPARATED BY GAPS OF 12 TO 60 INCHES. THE DESIGN OF THE LINES SHOULD AVOIDTHE WHEEL PATHS IF POSSIBLE, AND THE GAP BETWEEN THE LINES SHOULD NOT EXCEED 2.5 TIMES THEWIDTH OF THE LONGITUDINAL LINES.5. CROSSWALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSED CROSSWALKS.CROSSWALK MARKINGS ARE TO BE LONGITUDINAL WITH THE FLOW OF TRAFFIC AND SHOULD MATCH THEEXISTING CROSSWALK MARKINGS IN THE INDUSTRIAL CENTER IF APPLICABLE.6. OWNER TO INSTALL 4 PICNIC TABLES PER A BUILDING WITHIN 30 DAYS OF OCCUPANCY FOR EMPLOYEE USE.7. EXISTING SANITARY SEWER AND EASEMENT SHOWN PER PLAN "SANITARY SEWER FOR GRAYSTONECOMMERCE CENTER AND STEPHENSON VILLAGE" BY STOWE ENGINEERING, PLAN DATE 11/24/2017 ANDREVISED DATE 10/3/20188. ALL ROOF LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 8" HDPE SMOOTH BORE PIPING. ROOFLEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL.9. 2" (BLDG #1 & #2) DOMESTIC WATER METER AND 8" (BLDG #1 & #2) FIRE PROTECTION WATER METER ANDTHEIR ASSOCIATED BACK FLOW PREVENTION DEVICES ARE LOCATED WITHIN THE FIRE PUMP ROOM. THE FIREPROTECTION WATER METER SHALL BE HP PROTECTUS III FIRE SERVICE METER. SEE MEP PLANS FORDETAILS. BOTH METERS, BACK FLOW PREVENTION DEVICES, AND AMR(AUTOMATED METER READERS)DEVICES SHALL MEET FREDERICK WATER SPECIFICATIONS. INSTALLATION SHALL BE PER FREDERICKWATER'S INSPECTORS REQUIREMENTS.07/26/2022
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FM FM66 610101020810181810EEEEEEEEEGGGGGGGE E E E EWWWWWWWWWWW
WWWW22232445434142282930313279808182787753ARVRD101RD102RD103RD104RD105RD117RD118RD119RD120RD12112' CONC DOLLY PAD (SEE NOTE 1)60' LOADING DOCKCG-6T14'TYP60' TYP53' TYP81'CG-6T20' TYP24'20' TYP18' TYP24'18' TYP10'TYP10'TYP10'TYPCG-6TCG-6TCG-6RCG-6RCG-6R40'CG-2VEHICLERAMPR=5'R=5'R=5'R=5'R=4'R=5'R=10'R=4'R=10'R=4'R=10'R=4'R=10'R=4'R=5'R=5'R=5'R=5'R=10'R=10'R=10'R=10'-6T8' SHOULDER4' GRAVEL/4' GRASS(TYP)EPEPBUILDING #1PROP. WAREHOUSEFACILITY390,320 SF18' CLASS 1RIP-RAPCHANNEL LINER (TYP.)SEE SHEET 51SWM BASIN 1SEE SHEET 36WETLAND SHELFZONE 1WETLAND SHELFZONE 2WETLAND SHELFZONE 2WETLAND SHELFZONE 3FOREBAYFOREBAYEMERGENCYSPILLWAYPERFORATEDPIPE LEVELSPREADERGRASS ACCESS WAYTO SWM/BMPFACILITIES10 YR WSE = EXTENTOF CLAY LINER411.83'RETAININGWALLMAIN OFFICE SPACE100'x60' (6,000 S.F.)24'30'30'100'100'100'75'37'63'81'112'1'68'DUMPSTERLOADING DOCK DOOR(TYP)ACCESS STAIRS(TYP)LIGHT FIXTURE (TYP)DRIVE IN DOOR5.5' x 5.5' CONC PAD(TYP)5' x 5.5' CONC PAD(TYP)5.5' x 6.5' CONC PAD(AREA OF RESCUE)EXTERIOR AREA OF REFUGEEXTERIOR AREA OF REFUGER=78'R=10'R=8'R=75'43+0044+0045+0046+0047+0048+0048+89.0249+90.40CG-6TCG-12BCG-6RCG-6RCG-6RCG-6RCG-6RCG-6R98'98'148'CONCRETE SCUPPERSEE DETAIL SHEET 5425+0026+0027+0028+0029+0030+0031+0032+0033+0034+0017+00 18+00 19+0020+0011+00PROP FH ASBY, 8"X6"REDUCER, 1-6" G.V.PROP FH ASBY45° BEND45° BENDSPROP 12" x 6" TEE,1-6" G.V.PROP 12" x 6" TEE,1-12" G.V.,1-6" G.V. 12" WATER LINE "B"12" WATER LINE "B" 8" WATER LINE "G"8" ROOF DRAINSEE NOTE 8CLASS A1 RIP-RAP (TYP)PROP 20' WIDEFREDERICK WATER ESM'T.PROP 20' WIDEFREDERICK WATERESM'T.R=5'R=5'CG-6RCG-6CG-6CG-6CONCRETE SCUPPERSEE DETAIL SHEET 54CONCRETE SCUPPERSEE DETAIL SHEET 549' CLASS IIRIP-RAP10' CLASS IRIP-RAPLIMITS OFDISTURBANCE (TYP)LIGHT POLE(TYP)PROPARVCURB TRANSITIONCG-6R TO CG-6 (TYP)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'22SITE & UTILITY PLANTRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDMATCH LINE SHEET 23MATCH LINE SHEET 2121-14SP#24-22NOTES:1. CONTRACTOR SHALL CONFIRM LOCATION OF TRACTOR TRAILER CONCRETE DOLLY PADS WITH THE OWNER/DEVELOPER PRIOR TOCONSTRUCTION TO ENSURE LOCATION IS ACCEPTABLE.2. PROPOSED BUILDING MOUNTED SIGNS SHALL BE REVIEWED AND APPROVED WITH THE FREDERICK COUNTY BUILDING PERMIT. ANY BUSINESSSIGNS (FREESTANDING OR MONUMENT) SHALL BE REVIEWED AND APPROVED BY FREDERICK COUNTY PLANNING DEPARTMENT PRIOR TOINSTALLATION.3. POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGNOF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS ANDTHE UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.4. CROSS WALKS SHALL BE TYPE A CLASS I WHITE PAVEMENT MARKING. LONGITUDINAL LINES SHOULD BE 12 TO 24 INCHES WIDE AND SEPARATEDBY GAPS OF 12 TO 60 INCHES. THE DESIGN OF THE LINES SHOULD AVOID THE WHEEL PATHS IF POSSIBLE, AND THE GAP BETWEEN THE LINESSHOULD NOT EXCEED 2.5 TIMES THE WIDTH OF THE LONGITUDINAL LINES.5. CROSSWALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSED CROSSWALKS. CROSSWALK MARKINGS ARE TOBE LONGITUDINAL WITH THE FLOW OF TRAFFIC AND SHOULD MATCH THE EXISTING CROSSWALK MARKINGS IN THE INDUSTRIAL CENTER IFAPPLICABLE.6. OWNER TO INSTALL 4 PICNIC TABLES PER A BUILDING WITHIN 30 DAYS OF OCCUPANCY FOR EMPLOYEE USE.7. EXISTING SANITARY SEWER AND EASEMENT SHOWN PER PLAN "SANITARY SEWER FOR GRAYSTONE COMMERCE CENTER AND STEPHENSONVILLAGE" BY STOWE ENGINEERING, PLAN DATE 11/24/2017 AND REVISED DATE 10/3/20188. ALL ROOF LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 8" HDPE SMOOTH BORE PIPING. ROOF LEADER CONNECTION TODOWNSPOUT SHALL BE PER ARCHITECT DETAIL.9. 2" (BLDG #1 & #2) DOMESTIC WATER METER AND 8" (BLDG #1 & #2) FIRE PROTECTION WATER METER AND THEIR ASSOCIATED BACK FLOWPREVENTION DEVICES ARE LOCATED WITHIN THE FIRE PUMP ROOM. THE FIRE PROTECTION WATER METER SHALL BE HP PROTECTUS III FIRESERVICE METER. SEE MEP PLANS FOR DETAILS. BOTH METERS, BACK FLOW PREVENTION DEVICES, AND AMR(AUTOMATED METER READERS)DEVICES SHALL MEET FREDERICK WATER SPECIFICATIONS. INSTALLATION SHALL BE PER FREDERICK WATER'S INSPECTORS REQUIREMENTS.07/26/2022
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FM FMFMFMFMFMFMFM78666666811101010181018810182211146E E WWWWWWWWW101810WWWWWWWWWWWWFMFMFMFMFMFMFM262750493233343536373839402585848354444647485657585960555152ARVRD105RD106RD107RD108RD109RD110RD111RD112RD113RD114RD115RD116RD121RD122RD124RD125RD126RD127RD128RD129RD130RD131RD132RD123953.83'411.83'12' COCONCRETE SCUPPERSEE DETAIL SHEET 5412' CONC DOLLY PAD (SEE NOTE 1)11'TYP14'TYP60' TYP53' TYP14'TYP60' TYP81'11'TYP53' TYP81'CONCRETE SCUPPERSEE DETAIL SHEET 5410'TYP10'TYP10'TYPCG-6TCG-6TCG-6TCG-6TR=5'R=5'R=10'R=4'R=10'R=4'R=10'R=4'R=10'R=4'R=5'R=5'R=10'R=4'R=10'R=4'R=10'R=4'R=10'R=4'R=5'R=5'R=5'R=5'CG-6RCG-6RCG-6R40'41'BUILDING #1PROP. WAREHOUSEFACILITY390,320 SFCG-2VEHICLERAMPR=5'R=5'R=5'R=5'R=5'R=5'R=5'R=5'R=5'R=5'R=5'R=5'R=10'R=10'R=10'R=10'5' S/W8' CROSSWALKCG-12B8' ASPHALT TRAILCG-6TEPEPEPT20' TYP24'20' TYP18' TYP24'18' TYPR=5'R=5'R=5'R=5'15' CLASS A1RIP-RAPGRASSACCESS WAYTO SWM/BMPFACILITIESGRASS ACCESS WAYTO SWM/BMPFACILITIESEMERGENCYSPILLWAYFOREBAYSWM BASIN 2SEE SHEET 39GABION WALLCHECK DAM10 YR WSE = EXTENTOF CLAY LINERRETAININGWALLMAIN OFFICE SPACE100'x60' (6,000 S.F.)MAIN OFFICE SPACE100'x60' (6,000 S.F.)24'24'24'24'30'30'100'100'100'75'37'111'109'105'101'107'84'81'66'DUMPSTERLOADING DOCK DOOR(TYP)ACCESS STAIRS(TYP)LIGHT FIXTURE (TYP)DRIVE IN DOOR5.5' x 6.5' CONC PAD(AREA OF RESCUE)EXTERIOR AREA OF REFUGE SEEFREDERICK COUNTY INSPECTIONSNOTE #3 SHEET 2EXTERIOR AREA OF REFUGEEXTERIOR AREA OF REFUGEEXTERIOR AREA OF REFUGEEXTERIOR AREA OF REFUGEEXTERIOR AREA OF REFUGE5.5' x 5.5' CONC PAD(TYP)R=58'R=75'R=10'R=10'MAIN ELECTRICAL ROOM10+0011+0012+00 13+00 14+00 15+00 16+00 17+00CG-6TCG-12BCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6R91'98'98'98'98'25'101'98'34+0035+0036+0037+0038+0039+0040+0041+0042+00 43+00 44+00 45+00 46+00 47+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00111+001110+00SIGN (TYP)8" ROOF DRAIN WITHINSERTA TEE CONNECTIONSEE NOTE 8PROP FH ASBYW/ BOLLARDSPROP FH ASBYPROP FHASBY45° BENDSFDC, 1-8" G.V.PROP 12" x 6" TEE,1-6" G.V.PROP 12" x 6" TEE,1-6" G.V., 1-12" G.V.PROP 12" x 6" TEE,1-6" G.V.PROP 12" x 8" TEE,2-12" G.V., 1-8" G.V.PROP 8" x 6" TEE,1-6" G.V., FH ASSBYW/ BOLLARDSFIRE PUMP ROOMMETER AND BACK FLOWPREVENTION INTERNAL TOBUILDING (SEE NOTE 9)12" WATER LINE "B" 12" WATER LINE "B" 8" WATER LINE "J"PROP FH ASBY, 8"X6"REDUCER, 1-6" G.V.SAN PUMP STATION WITH TYPICALFLUSHING CONNECTION(SEE DETAIL SHEETS 44A & 44B)PRIVATE FORCESEWER LATERAL(FSL)CG-12BCLASS A1 RIP-RAP (TYP)6" SCH 80 SLEEVE WITHINW/L EASEMENT6" SCH 80 SLEEVEWITHIN W/LEASEMENTPROP 20' WIDEFREDERICK WATERESM'T.PROP 20' WIDEFREDERICK WATER ESM'T.PROP 20' WIDEFREDERICK WATERESM'T.PROP 20' WIDEFREDERICK WATERESM'T.CG-6CG-6CG-6CG-6CG-6CG-6CG-6RCONCRETE SCUPPERSEE DETAIL SHEET 54CONCRETE SCUPPERSEE DETAIL SHEET 54CONCRETE SCUPPERSEE DETAIL SHEET 5445° BEND15' CLASS A1RIP-RAP 8" WATER LINE "D"LIMITS OFDISTURBANCE (TYP)LIGHT POLE(TYP)REDUCE CURB HEIGHTFOR SWM PONDACCESSDRY SWALE (LEVEL 1)AREA=760 SF SEEDETAIL SHT. 385' GRASS FILTERSTRIP (TYP.)CONC. CHECK DAM TYP.SEE DETAIL SHT. 38DRY SWALE (LEVEL 1)AREA=450 SFSEE DETAIL SHT. 38CONC. CHECK DAM TYP.SEE DETAIL SHT. 38CG-12BCURB TRANSITIONCG-6R TO CG-6 (TYP)45° BENDS45° BENDS17+0018+00 19+00 20+0021+0022+00TYPICAL TERMINALFLUSHING ASSEMBLYPROP 12" x 8" TEE,1-8" G.V., 2-12" G.V. 8" WATER LINE "K"60' - 8" STUB,W/FLUSHING ASS'YDRY SWALE (LEVEL 1)AREA=520 SF SEEDETAIL SHT. 38FW PRIVATEEND OF PROP 20' FREDERICKWATER EASM'T.CHANNEL LINER(TYP.) SEE SHEET 51PROP 30' WIDEFREDERICK WATER ESM'T.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'23SITE & UTILITY PLANTRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDMATCH LINE SHEET 20MATCH LINE-SHEET 2221-14SP#24-22NOTES:1. CONTRACTOR SHALL CONFIRM LOCATION OF TRACTOR TRAILER CONCRETE DOLLY PADS WITH THEOWNER/DEVELOPER PRIOR TO CONSTRUCTION TO ENSURE LOCATION IS ACCEPTABLE.2. PROPOSED BUILDING MOUNTED SIGNS SHALL BE REVIEWED AND APPROVED WITH THE FREDERICKCOUNTY BUILDING PERMIT. ANY BUSINESS SIGNS (FREESTANDING OR MONUMENT) SHALL BEREVIEWED AND APPROVED BY FREDERICK COUNTY PLANNING DEPARTMENT PRIOR TOINSTALLATION.3. POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES INCOORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITYCOMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THEUTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THEBEST COURSE OF ACTION.4. CROSS WALKS SHALL BE TYPE A CLASS I WHITE PAVEMENT MARKING. LONGITUDINAL LINESSHOULD BE 12 TO 24 INCHES WIDE AND SEPARATED BY GAPS OF 12 TO 60 INCHES. THE DESIGN OFTHE LINES SHOULD AVOID THE WHEEL PATHS IF POSSIBLE, AND THE GAP BETWEEN THE LINESSHOULD NOT EXCEED 2.5 TIMES THE WIDTH OF THE LONGITUDINAL LINES.5. CROSSWALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSEDCROSSWALKS. CROSSWALK MARKINGS ARE TO BE LONGITUDINAL WITH THE FLOW OF TRAFFICAND SHOULD MATCH THE EXISTING CROSSWALK MARKINGS IN THE INDUSTRIAL CENTER IFAPPLICABLE.6. OWNER TO INSTALL 4 PICNIC TABLES PER A BUILDING WITHIN 30 DAYS OF OCCUPANCY FOREMPLOYEE USE.7. EXISTING SANITARY SEWER AND EASEMENT SHOWN PER PLAN "SANITARY SEWER FORGRAYSTONE COMMERCE CENTER AND STEPHENSON VILLAGE" BY STOWE ENGINEERING, PLANDATE 11/24/2017 AND REVISED DATE 10/3/20188. ALL ROOF LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 8" HDPE SMOOTH BORE PIPING.ROOF LEADER CONNECTION TO DOWNSPOUT SHALL BE PER ARCHITECT DETAIL.9. 2" (BLDG #1 & #2) DOMESTIC WATER METER AND 8" (BLDG #1 & #2) FIRE PROTECTION WATERMETER AND THEIR ASSOCIATED BACK FLOW PREVENTION DEVICES ARE LOCATED WITHIN THE FIREPUMP ROOM. THE FIRE PROTECTION WATER METER SHALL BE HP PROTECTUS III FIRE SERVICEMETER. SEE MEP PLANS FOR DETAILS. BOTH METERS, BACK FLOW PREVENTION DEVICES, ANDAMR(AUTOMATED METER READERS) DEVICES SHALL MEET FREDERICK WATER SPECIFICATIONS.INSTALLATION SHALL BE PER FREDERICK WATER'S INSPECTORS REQUIREMENTS.07/26/2022
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S
AWWWWWWWWWWWWWWWWWWWWWWWWWWWWEWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMFM676810456781921203435363738394097360616263747576ARVARVSSSSSBCRD207RD208RD209RD210RD211RD212RD213RD214RD215RD216RD224RD225RD226RD227RD228RD229RD230RD231RD233RD223RD2323' CLASS A1RIP-RAP3' CLASS A1RIP-RAPTCHANNEL LINER(TYP.) SEESHEET 5117+00 18+00 19+00 20+00 21+00 22+00 23+00 24+0025+0026+00 27+00 28+0029+0030+0031+00
11+0012+0013+0047+00 48+00 49+0050+0051+00 52+00 53+00 54+0055+0056+0057+0010+0011+0012+0013+0010+00 11+00 12+00 13+00 14+00 15+00 16+010+000010+0011+0010+0011+0010+00CLASS A1 RIP-RAP (TYP)TYP)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%1.6%2.0%1.6%2.09050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050GND8993GND8973SW8993GND9050GND9040SW9030SW9050GND9040SW9030SW8993GND8973SW8993GND9050GND9040SW9030SW9050GND9040SW9030SWP8257EPP8257EPP8257EPP8257EPP8257EP0P8257EP%6.0%9.8%5.08590EP9050GND9050BLDG8590EP%1.0%2.0%2.0%2.0%2.0%2.0%2.8%2.8%2.8%2.8%2.8%2.0%2.0%2.0%2.08203EP8359EP8570EP8749EP8767EP8776EP8807EP8821EP8881EP8895EP8935EP8946EP8834EP8777EP8773EP8802EP8876EP8873EP8866EP8850EP8791EP8794EP8856EP8885EP8849EP8843EP8797EP8799EP8743EP8767EP8767EP8743EP8739EP8767EP8767EP8739EP8217EP8217EP8660TOP8660TOP8660TOP8100BP8100BP8100BP8100BP8100BP8100BP8100BP8428EP8428EP8590EP8650GND9040SW7980INV8145EP8145EP8189EP8204EP8204EP8189EP8217EP8133LP8145EP8160EP8189EP8204EP8204EP8195EP8217EP8145EP8145EP8189EP8189EP8140LP8145EP8145EP8189EP8189EP8140LP8428EP8428EP8428EP8428EP8428EP8428EP8428EP8428EP8428EP8428EP8428EP8650BW8975EP8681EP%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND7900TOP8570EP8575EP9050BLDG9000GND9000GND9000GND9000GND9000GND9000GND9000GND9000GND9050GND9000GND8975GND8950GND8950GND%2.0%2.0%2.0%2.0%2.08831GND8777EP892089208880888082008160X-SEC "12"X-SEC "12"X-SEC "11"X-SEC "11"X-SEC "10"X-SEC "10"X-SEC "9"X-SEC "6"X-SEC "6"X-SEC "6"X-SEC "6"X-SEC "7"X-SEC "7"X-SEC "8"X-SEC "8"X-SEC "12"X-SEC "12"X-SEC "11"X-SEC "11"X-SEC "10"X-SEC "10"X-SEC "9"X-SEC "9"BUILDING #2PROP.WAREHOUSEFACILITY390,320 SFFFE = 690.50SEE NOTE 1 ONTHIS SHEET (TYP)682688686684 690680680684
686
688
682 684686682682684686688688688684684686688690688686686684684682682682684686688688 686688688
688688686690688688686684686688686686688686688690688682688686688686686684684682680682684680684684
686 688690 688682682682
682
682684
686
684
682
686
680
682682 682684686
682684682686
682%1.6%2.0%1.6%2.0%1.6%2.0%2.0%2.0%2.0%2.0%2.08217EP8767EP8767EP8767EP8767EP8140EP8217EP8217EP8217EP8217EP151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'24GRADING PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDNOTES:1. MOUND EARTH AROUND CONCRETE PAD. MORE THAN 2 INCHES OF CONCRETE SHOULD NOT BE REVEALED.2. ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.3. LOADING DOCK HAS BEEN GRADED WITH A 4' DROP FROM FFE.4. DETAILED GRADING IN THE STORMWATER MANAGEMENT BASINS AND THE BIORETENTION BASINS CAN BEFOUND ON THEIR RESPECTIVE DETAILED SHEETS.5. CONTRACTOR TO COMPLY WITH CSX PUBLIC PROJECT INFORMATION FOR CONSTRUCTION ANDIMPROVEMENT PROJECTS THAT MAY INVOLVE THE RAILROAD (LAST REVISED AUGUST 2020).6. REFER TO SHEET 51 FOR DITCH SECTIONS AND COMPUTATIONS.7. TOPOGRAPHY AT SNOWDEN BRIDGE BOULEVARD IS NOT FINAL GRADE. TOPOGRAPHY WAS OBTAINED WHILESNOWDEN BRIDGE BOULEVARD WAS UNDER CONSTRUCTION. PROPOSED GRADING FOR THIS PLAN(WAREHOUSE) TIES INTO PROPOSED GRADING FROM SNOWDEN BRIDGE BOULEVARD EXTENSION PLAN WITHREVISION DATE 6/22/15.MATCH LINE SHEET 25MATCH LINE SHEET 27TRADEPORT 8121-14SP#24-2207/26/2022
W W W W W W
EEEEEEEEEEGGGGGGGGGGGGEEEEEEEWWWWWWWWWWWWEWWWWWWWWWWW6465666713141532116171819282930313233348687888990ARVRD201RD202RD203RD204RD205RD206RD207RD217RD218RD219RD220RD221RD222RD22331+0032+0033+0034+00
35+0036+0037+0038+0039+0040+0041+0042+0043+0013+0014+00 15+00 16+00 17+0018+0019+0020+0021+0022+0023+0024+005+0016+00 17+00 18+00 19+0020+0010+000010+008283EP8590EP8428EP8509GND8145EP7900TOP8181EP8145EP8113EP8120EP8190EP9000GND%2.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%1.6%2.0%1.6%2.09050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050BLDG9050GND8993GND9050GND9040SW8993GND8973SW8993GND9050GND9040SW9030SW9050GND9040SW9030SW9030SW8257EPP8257EP8257EPP8257EP%6.0%9.8%5.08650BW9050BLDG8590EP%2.08773EP8765EP8789EP8859EP8859EP%2.8%2.8%2.8%2.8%2.8%2.0%2.0%2.0%2.0%2.08883EP8855EP8877EP8857EP8789EP8792EP8743EP8767EP8767EP8743EP8189EP8204EP8204EP8189EP8217EP8189EP8189EP8217EP8100BP8100BP8100BP8100BP8100BP8100BP8428EP8257EP8225EP8202EP8190EP8159LP8217EP8133LP8140LP8145EP8145EP8189EP8189EP8140LP8125EP8428EP8428EP8428EP8428EP8428EP8975EP8681EP8428EP8428EP8428EP8428EP8428EP%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND%1.0%2.08590EP8650GND9000GND9000GND9000GND9000GND9000GND9000GND9000GND9000GND7900TOP8573EP8555EP9050GND9000GND8452EP8352EP8975GND8950GND8950GND8935EP%2.0%2.0%2.0%2.0%2.08832GNDX-SEC "16"X-SEC "16"X-SEC "4"X-SEC "4"BUILDING #2PROP.WAREHOUSEFACILITY390,320 SFFFE = 690.50SEE NOTE 1 ONTHIS SHEET (TYP)688688688688686688688688688688686688686684
686
684
684
686
684682 679680676674672680680680680680676682684674672684682682 682680674676678680682684686688690678680682684686688676684680686682674676678684680686682682688686688690688684
686
682
684
686
682682 682680682
684
686
684
682
686
682%1.6%2.0%1.6%2.0%2.0%2.0%2.0%2.08767EP8767EP8767EP8217EP8217EP8217EP8217EP151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'25GRADING PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDNOTES:1. MOUND EARTH AROUND CONCRETE PAD. MORE THAN 2 INCHES OF CONCRETE SHOULD NOT BEREVEALED.2. ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.3. LOADING DOCK HAS BEEN GRADED WITH A 4' DROP FROM FFE.4. DETAILED GRADING IN THE STORMWATER MANAGEMENT BASINS AND THE BIORETENTIONBASINS CAN BE FOUND ON THEIR RESPECTIVE DETAILED SHEETS.5. CONTRACTOR TO COMPLY WITH CSX PUBLIC PROJECT INFORMATION FOR CONSTRUCTION ANDIMPROVEMENT PROJECTS THAT MAY INVOLVE THE RAILROAD (LAST REVISED AUGUST 2020).6. REFER TO SHEET 51 FOR DITCH SECTIONS AND COMPUTATIONS.MATCH LINE SHEET 24MATCH LINE SHEET 26TRADEPORT 8121-14SP#24-2207/26/2022
X
X X
X
X
FM
FM
FM
FM
FM
FM FMEEEEEEEEEGGGGGGGEEEE E WWWWWWWWWWWWWWWWWWWW22232445434142282930313279808182787753ARVRD101RD102RD103RD104RD105RD117RD118RD119RD120RD12143+0044+0045+0046+0047+0048+0048+89.0249+90.40225+0026+0027+0028+0029+0030+0031+0032+0033+0034+0017+00 18+00 19+0020+0010+11+008283EP8413EP8145EP7900TOP8181EP8145EP8113EP8190EP8236EP8150EP79598267EP8500BLDG8500BLDG8500BLDG8500BLDG7883EP7776EP7912EP8283EP8326EP8283EP8283EP8283EP8326EP8326EP8326EP8145EP8145EP8120EP7900TOP7900TOP7900TOP7900TOP77347734777677768145EP8181EP8181EP8206EP8306HP8217EP8215EP6650BRK6650BRK8443GND8423SW8500GND8490SW8480SW8490SW8480SW8443GND8331EP8271EP8257EP8345EP8331EP8271EP8333EP8270EP8257EP8345EP8321EP8282EP8333EP8270EP8321EP8282EP8257EP8345EP8413EP8413EP8395EP8385EP8395EP8413EP8413EP8395EP8385EP8385EP8395EP8500BLDG8500BLDG8500BLDG8500BLDG%1.0%2.0%2.08500BLDG8500BLDG8040EP7878EP7878EP7878EP7878EP7878EP8040EP8040EP%6.0%9.8%5.081 31
EP 8425EP8100BW8500GND8500BLDG8276EP8298EP8027EP8128EP8056EP7959EP%2.8%2.0%2.88189EP8204EP8204EP8189EP8189EP8189EP8217EP8100BP8100BP8100BP8100BP8500BLDG8040EP8040EP8040EP%2.0%2.0%2.0%1.0%1.0%1.08100GND8100GND8100GND8100GND8425EP8500GND8450GND8450GND8450GND8450GND8450GND8450GND8450GND8450GND8450GND8450GND8385EP%1.6%1.6%1.68395EP8345EP8257EP8331EP8271EP8225EP8202EP8190EP8159LP8217EP8133LP8140LP8125EP%2.0%2.0%2.0X-SEC "2"X-SEC "2"X-SEC "3"X-SEC "3"BUILDING #1PROP.WAREHOUSEFACILITY390,320 SFFFE = 685.00SEE NOTE 1 ONTHIS SHEET (TYP)659658656660660662664666670672674676678668674676678664658660662664666666664666664662660660660659658656664656658660662664666666664666664662660659658656678 680680678
678680680678676674672666664670668666664662660660656658660656658660668672670666664662660682682684682682680684682680680670672674676678666668664668670672674676678680682684686688690682682682 684684682680682 8217EP8217EP8217EP%2.0%2.0%2.0%2.0%2.0%2.0662666666664664664666668151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'26GRADING PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDNOTES:1. MOUND EARTH AROUND CONCRETE PAD. MORE THAN 2 INCHES OF CONCRETE SHOULD NOT BEREVEALED.2. ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.3. LOADING DOCK HAS BEEN GRADED WITH A 4' DROP FROM FFE.4. DETAILED GRADING IN THE STORMWATER MANAGEMENT BASINS AND THE BIORETENTION BASINS CAN BEFOUND ON THEIR RESPECTIVE DETAILED SHEETS.5. CONTRACTOR TO COMPLY WITH CSX PUBLIC PROJECT INFORMATION FOR CONSTRUCTION ANDIMPROVEMENT PROJECTS THAT MAY INVOLVE THE RAILROAD (LAST REVISED AUGUST 2020).6. REFER TO SHEET 51 FOR DITCH SECTIONS AND COMPUTATIONS.MATCH LINE SHEET 27MATCH LINE SHEET 25TRADEPORT 8121-14SP#24-2207/26/2022
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
FM
FM
FM
FM
FM
FM
FM
FM
FM FMFMFMFMFMFMFME E WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFMFMFMFMFMFMFM262750493233343536373839402585848354444647485657585960555152ARVARD105RD106RD107RD108RD109RD110RD111RD112RD113RD114RD115RD116RD121RD122RD124RD125RD126RD127RD128RD129RD130RD131RD132RD123T10+0011+0012+00 13+00 14+00 15+00 16+00 17+0034+0035+0036+0037+0038+0039+0040+0041+0042+00 43+00 44+00 45+00 46+00 47+0010+00 11+00 12+00 13+00 14+00 15+00 16+00 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%2.0%2.08100GND8500BLDG8500BLDG8500BLDG8500BLDG8500BLDG8500BLDG8040EP7878EP7878EP7878EP7878EP7878EP7878EP7878EP7878EP7878EP%6.0%9.8%5.08425EP8100BW8500GND8500BLDG%2.0%2.8%2.8%2.8%2.8%2.8%2.0%2.08032EP8045EP8142EP7980EP7934EP8211EP8258EP8278EP8385EP8271EP8345EP8331EP8203EP8217EP8217EP8217EP8100BP8100BP8100BP8100BP8100BP8100BP8100BP8100BP8040BP8131EP7878EP7878EP%2.08040EP%1.0%1.0%1.0%1.0%1.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%1.0%1.0%1.0%1.0%1.08040EP8040EP8040EP8040EP8040EP8040EP8040EP8040EP8100GND8100GND8100GND8100GND8100GND8100GND8100GND8100GND82978093EP8450GND8450GND8450GND8450GND8450GND8450GND8450GND8450GND8450GND8500GND8082EP%1.6%1.6%1.6%1.6%1.6%1.68395EP8145EP8145EP8189EP8189EP8140LP8145EP8145EP8189EP8204EP8204EP8189EP8217EP8133LP8145EP8160EP8189EP8204EP8204EP8195EP8217EP8145EP8145EP8189EP8189EP8140LP8145EP8145EP8189EP8189EP8140LP7900TOP%2.0%2.0%2.07947GND82008160X-SEC "15"X-SEC "12"X-SEC "12"X-SEC "15"X-SEC "13"X-SEC "13"X-SEC "12"X-SEC "12"X-SEC "14"X-SEC "14"BUILDING #1PROP.WAREHOUSEFACILITY390,320 SFFFE = 685.00SEE NOTE 1 ONTHIS SHEET (TYP)674675674675 672
675
674674
672670
669
666
664
668678680680678678678678680676674
672
670
668 680678682672674682680680682682682 682682684 682684682682682680684686682680682684684680680678 678678
682
684
680 680680678678
676676
672
674
670
674 672 670
670 674672
674672666664670668666664680678684682680682 682 680682684 684682 6826846826826826848217EP8140EP8217EP8217EP8217EP8217EP8217EP%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 40'27GRADING PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM21-14642760WDNOTES:1. MOUND EARTH AROUND CONCRETE PAD. MORE THAN 2 INCHES OF CONCRETESHOULD NOT BE REVEALED.2. ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.3. LOADING DOCK HAS BEEN GRADED WITH A 4' DROP FROM FFE.4. DETAILED GRADING IN THE STORMWATER MANAGEMENT BASINS AND THEBIORETENTION BASINS CAN BE FOUND ON THEIR RESPECTIVE DETAILED SHEETS.5. CONTRACTOR TO COMPLY WITH CSX PUBLIC PROJECT INFORMATION FORCONSTRUCTION AND IMPROVEMENT PROJECTS THAT MAY INVOLVE THE RAILROAD(LAST REVISED AUGUST 2020).6. REFER TO SHEET 51 FOR DITCH SECTIONS AND COMPUTATIONS.MATCH LINE SHEET 24MATCH LINE-SHEET 26TRADEPORT 81SP#24-2207/26/2022
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XXXXXXXXXXXXXXXXXXXX X XSSSSSSSSCONTRACTOR TO FIELD VERIFY ASBUILTCONDITIONS OF INTERSECTION PRIOR TOSTART OF CONSTRUCTION, ENGINEERSHALL BE NOTIFIED IMMEDIATELY IF ANYCONFLICTS ARISER1-1R6-3R1-1R1-1GRID MERIDIANVA NORTH ZONE NAD83PER GPS OBSERVATIONR1-1R1-1R1-1
R1-1R1-1R1-1R1-1R1-1R1-1R1-1HCEADCHCEEFEEEEEEEEEESIGN R1-5 (YIELD TOPEDESTRIAN (TYP)SIGN R1-5 (YIELD TOPEDESTRIAN (TYP)FFPAVEMENT SCHEMATIC (NTS)- 2 MAIN SITE DRIVEWAYS - ASPHALT AREA- 1 EMPLOYEE PARKING - MAIN DRIVE ISLE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVMAIN SITE DRIVEWAYS - ASPHALT AREANOT TO SCALETYPICAL PAVEMENT SECTION #26.0" SUBBASE VDOT STD. 21B2.0" SM-19.0A INTERMEDIATE 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 VALVE OF 4. 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 #38" 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 VALVE OF 4. 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 VALVE OF 4. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.4.5" BM-25 BASE COURSEWITH 6x6W2.9/2.9 WWM- 3 TYPICAL CONCRETE PAVEMENTPAVEMENT MARKING LEGENDLANE LINES (BROKEN) - WHITE, TYPE B, CLASS IMARKINGS, 4" WIDE x 10' LONG, SPACED 30'EDGE LANE LINES (SOLID) - YELLOW, TYPE B, CLASS IMARKINGS, 4" WIDE LENGTH AS SHOWN ON PLAN.(OPTIONAL)CHANNELIZING LANE LINES (SOLID) - WHITE, TYPE B,CLASS I MARKINGS, 4" WIDE, LENGTH AS SHOWN ONPLANEXTENDED LANE LINES (DOTTED) - COLOR ASSHOWN, TYPE B, CLASS I MARKINGS, 4" WIDE x 2'LONG, SPACED 6'. (OPTIONAL) 8" WIDTH TO BE USED FOR EMPHASIS ATROUNDABOUT. (OPTIONAL)STOP BAR (SOLID) - WHITE, TYPE B, CLASS IMARKINGS, 24" WIDECROSSWALK LINES - WHITE, TYPE B, CLASS IMARKINGS, 12" WIDE x 6' LONG, SPACED 18". SOLIDWHITE TRANSVERSE LINES PLACED PARALLEL TOONCOMING TRAFFIC.TYPE B, CLASS I WHITE PAVEMENT MARKING, 6"WIDE PARALLEL LINES SPACED 6 FEET APART.TYPE B, CLASS I PAINTED YELLOW DOUBLE LINEPAVEMENT MARKING, 4" WIDTH, SEPARATED BY A 4"SPACE, LENGTH AS SHOWN ON PLANTYPE B WHITE PAVEMENT MARKING, 24" WIDTH,LENGTH AS SHOWN, SPACED 6' . PLACED TO POINTTOWARDS ONCOMING TRAFFIC.TRIANGLE YIELD STRIPE (OPTIONAL)TYPE 3 BARRICADES - RETROREFLECTIVE RAILFACES WITH R11-2 "ROAD CLOSED" SIGN.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED TURN LANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED TURN LANE ARROW.ABCDEGFHIJKSIGNAGE 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.9. TYPE "F" MARKING TO BE INSTALLED AFTER TRAFFIC LIGHT INSTALLATION.10. ALL SIGNS AND MARKINGS SHALL BE REVIEWED IN THE FIELD WITH THE VDOT INSPECTOR PRIOR TO INSTALLATION.6421-14SP#24-2207/26/2022
FMFMFMFMFMFMFMFMAWWWWWWWWWWWWWWWWWWWWFMFMFMFMFMFMFMFMFMFMARVARVSSBFACILITY390,320 SFFFE = 690.50WAREHOUSEFACILITY390,320 SFFFE = 685.00SEE NOTE 1 ONTHIS SHEET (TYP)SEE NOTE 1 ONTHIS SHEET (TYP)686688688 688688686686684686688686686688686688690688682688686688686686684684682680682684680684684
686 688690 688682682
682
682684
686
682684682682682680684686682680682684684680680678 678678680 68268410+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00C2C3
L3L46606656706756806856906957007057107159+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+00 19+5020+0020+50 21+0021+5022+00 22+5023+0023+50 24+0024+5025+00679.66681.00682.34683.67684.29684.50684.71684.85684.65684.14683.62683.09682.56682.03681.67682.31683.13683.94684.75685.56686.38687.19687.90688.00688.00688.00688.00688.00688.01688.10688.211.63%0.00%20+75.00 = PVC21+00.00 = PVI(ELEV. = 688.00)21+25.00 = PVTVC = 50.00SD = 434'K-Val = 30.823+75.00 = PVC24+00.00 = PVI(ELEV. = 688.00)24+25.00 = PVTVC = 50.00SD = 1000'K-Val = 242.510+00.00 = START OF 30'ACCESS ROADCOMPACT FILL PERGEOTECH STANDARDCOMPACT FILL PERGEOTECH STANDARDSAN. FMX-ING8" SAN.X-ING6606656706756806856906957007057107150.96%-0.49%13+19.17 = PVC13+69.17 = PVI(ELEV. = 683.13)14+19.17 = PVTVC = 100.00SD = 508'K-Val = 68.9CREST = 13+85.23ELEV. = 682.9716+75.00 = PVC17+00.00 = PVI(ELEV. = 681.50)17+25.00 = PVTVC = 50.00SD = 688'K-Val = 23.6SAG = 16+86.63ELEV. = 681.59VDOTSTD.CD-1VDOTSTD.CD-1VDOTSTD.CD-1VDOTSTD.CD-1PROP. GRADE@ C/LEXISTINGGRADE @ C/L8" W/LX-ING151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV29PRIVATE ROAD PROFILESSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDH: 1" = 50'V: 1" = 5'PLAN VIEW1" = 50'TRADEPORT 8121-14SP#24-2207/26/2022
X X X X
FM S S S S S S
A
W WWWWWWWWWW
W W
FMARV
ARV SSSSB
C 6826680680684686688682684
686
688688688688688688688686688688
688688688 686688 686684686684684686684682679680
686
688
690688686686684
684688688686688688
688688
686 690688688686
684686
688686
686
688
688
690 688684680 686682682
23+00 24+00 25+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0013+0013+41.47C3C4L2L524+0024+5025+0025+5026+00 26+5027+0027+50 28+0028+5029+00 29+5030+0030+50 31+0031+5032+0032+5033+0033+5034+0034+5035+0035+5036+0036+50688.01688.10688.21688.31688.41688.52688.62688.72688.82688.93688.98688.91688.84688.77688.71688.64688.57688.50688.43688.36688.29688.23688.16688.09688.03688.000.21%24+00.00 = PVI(ELEV. = 688.00)24+25.00 = PVT-0.14%28+60.00 = PVC28+85.00 = PVI(ELEV. = 689.00)29+10.00 = PVTVC = 50.00SD = 1961'K-Val = 145.6CREST = 28+90.03ELEV. = 688.9835+64.35 = PVC36+14.35 = PVI(ELEV. = 688.00)VC = 100.00SD = 1000'K-Val = 729.3COMPACT FILL PERGEOTECH STANDARD28+84.82 = 13+42.36C.L. INTX. 48' ACESS ROAD8" SAN.X-ING12" W/LX-ING12" W/LX-ING6" GASX-ING30" STM XING15" STM XING30" STM XING660665670675680685690695700705710715660665670675680685690695700705710715PROP. GRADE@ C/LEXISTINGGRADE @ C/L151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV30PRIVATE ROAD PROFILESSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDH: 1" = 50'V: 1" = 5'PLAN VIEW1" = 50'TRADEPORT 8121-14SP#24-2207/26/2022
W W
W W WWWWWWWWWWWWWWW W
ARVARVBUILDING #1PROP.WAREHOUSEFACILITY390 320 SFBUILDING #2PROP.WAREHOUSEFACILITY390,320 SFFFE = 690.50SEE NOTE 1 ONTHIS SHEET (TYP)SEE NOTE 1 ONTHIS SHEET (TYP)659 658 656660660662664666670672674676678668678680
686
688
688
6886866886
8
4
6
8
2682684682682680684682680 680670672674676678666668664668670672674676678680682684686886786806826846866886766846806866826746766786846806866826826886
8
6688690
688684686682684686682682
684 664666668+00 34+00 35+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0049+90.40C4 C5L6L735+5036+0036+5037+0037+5038+0038+5039+0039+5040+0040+5041+0041+5042+0042+5043+0043+5044+0044+5045+0045+5046+0046+5047+0047+5048+0048+50 49+0049+5050+00 50+50660665670675680685690695700705710715688.09688.03688.00688.00688.00688.00688.00687.80687.19686.38685.56684.75683.94683.13682.31681.63681.74681.98682.21682.45682.69682.93683.05682.76682.24681.69681.14680.59680.040.00%35+64.35 = PVC36+14.35 = PVI(ELEV. = 688.00)36+64.35 = PVTVC = 100.00SD = 1000'K-Val = 729.3-1.63%38+50.00 = PVC39+00.00 = PVI(ELEV. = 688.00)39+50.00 = PVTVC = 100.00SD = 459'K-Val = 61.50.48%42+75.00 = PVCPVC ELEV.681.9143+00.00 = PVI(ELEV. = 681.50)43+25.00 = PVTPVT ELEV.681.62VC = 50.00SD = 719'K-Val = 23.8SAG = 43+13.67ELEV. = 681.59-0.59%46+17.45 = PVC46+42.45 = PVI(ELEV. = 683.13)46+67.45 = PVTVC = 50.00SD = 648'K-Val = 46.9CREST = 46+39.76ELEV. = 683.06-1.10%46+75.00 = PVC47+00.00 = PVI(ELEV. = 682.79)47+25.00 = PVTVC = 50.00SD = 1325'K-Val = 97.810+00.00 = END OF 30'ACCESS ROADCOMPACT FILL PERGEOTECH STANDARD12" W/LX-ING12" W/LX-ING6" ELEC.X-ING6" ELEC.X-ING30" STM XING30" STM XING36" STM XING660665670675680685690695700705710715PROP. GRADE@ C/LEXISTINGGRADE @ C/L12" W/LX-ING151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV31PRIVATE ROAD PROFILESSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDH: 1" = 50'V: 1" = 5'PLAN VIEW1" = 50'TRADEPORT 8121-14SP#24-2207/26/2022
WWWWW W W
WWW682688
686684
690680 6806846866886826846866826
8
2
6
8
4
6
8
6
688
688
688
68468668886
6
8
4
6
8
4
682682682684686688
28+00 29+00 30+00
10+0011+0012+0013+0013+41.47C1L1L2L5
9+5010+0010+5011+0011+5012+0012+5013+0013+5014+00670675680685690695670675680685690695682.53681.91682.83684.10685.39686.68687.972.58%682.38683.33VC = 40.00SD = 1000'K-Val = 92.82.00%-2.02%2.15%10+32.12 = PVC10+50.24 = PVI (ELEV = 681.74)10+68.36 = PVTVC = 36.24K-Val = 8.6910+00.00 = 31+00 C.L. INTX.SNOWDEN BRIDGE BLVD.INFORMATION SHOWNFROM SNOWDEN BRIDGEBLVD EXTENSION PLAN,REV. DATE 6-22-1510+80.00 = PVC = BEGIN CONSTRUCTION11+00.00 = PVI (ELEV = 682.81)11+20.00 = PVTEXISTINGGRADE @ C/LPROP. GRADE@ C/L13+27.36 = GRADE BREAK13+41.37 = 28+84.83 - 30' ACCESS ROAD688.68688.98CURVERADIUSARC LENGTHCHORD LENGTHCHORD BEARINGDELTA ANGLETANGENTDEGREE OF CURVEC1500.00'58.07'58.04'N 30°37'21" E6°39'16"29.07'11°27'33"C260.00'94.25'84.85'N 72°17'43" E90°00'00"60.00'95°29'35"C3100.00'157.08'141.42'N 17°42'17" W90°00'00"100.00'57°17'45"C4100.00'157.08'141.42'S 72°17'43" W90°00'00"100.00'57°17'45"C560.00'94.25'84.85'S 17°42'17" E90°00'00"60.00'95°29'35"CENTERLINE CURVE DATALINEBEARINGDISTANCEL1N 33°56'59" E170.95'L2N 27°17'43" E112.45'L3N 62°42'17" W28.44'L4S 27°17'43" W1314.17'L5S 62°42'17" E823.83'L6N 27°17'43" E1314.17'CENTERLINE LINE DATA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV32PRIVATE ROAD PROFILESSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDH: 1" = 50'V: 1" = 5'PLAN VIEW1" = 50'TRADEPORT 81NOTES:1. TOPOGRAPHY AT SNOWDEN BRIDGE BOULEVARD IS NOT FINAL GRADE.TOPOGRAPHY WAS OBTAINED WHILE SNOWDEN BRIDGE BOULEVARD WAS UNDERCONSTRUCTION. PROPOSED GRADING FOR THIS PLAN (WAREHOUSE) TIES INTOPROPOSED GRADING FROM SNOWDEN BRIDGE BOULEVARD EXTENSION PLAN WITHREVISION DATE 6/22/15.21-14SP#24-2207/26/2022
WW W W W W W W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWARVARVARVARVARVPROP. FDCPROP. HYDRANTWITH SIGN TYPE "D"SIGN TYPE "MOD D"PROP. HYDRANTSIGN TYPE "D"PROP. HYDRANT WITHSIGN TYPE MOD "D"PROP. HYDRANT WITHSIGN TYPE "D"PROP. HYDRANTWITH SIGN TYPE "D"PROP. HYDRANTWITH SIGN TYPE "D"PROP. HYDRANTWITH SIGN TYPE "D"PROP. HYDRANT WITHSIGN TYPE MOD "D"PROP. HYDRANT WITHSIGN TYPE MOD "D"PROP. HYDRANT WITHSIGN TYPE "D"PROP. HYDRANT WITHSIGN TYPE "D"PROP. HYDRANT WITHSIGN TYPE MOD "D"PROP. HYDRANT WITHSIGN TYPE MOD "D"PROP. HYDRANT WITHSIGN TYPE MOD "D"PROP. PAINTEDCURB TYP.PROP. PAINTEDCURB TYP.PROP. PAINTEDCURB TYP.PROP. PAINTEDCURB TYP.SIGN TYPE MOD "D"SIGN TYPE "A"SIGN TYPE MOD "D"SIGN TYPE MOD "D"PROP. FDC30'30'30'30'30'30'24'24'24'63'64'30'30'30'30'68'66'24'24'24'24'24'24'24'24'24'SIGN TYPE"A"SIGN TYPE "C"SIGN TYPE MOD "D"SIGN TYPE MOD "D"SIGN TYPE "A"SIGN TYPE "MOD D"SIGN TYPE "MOD D"SIGN TYPE MOD "D"SIGN TYPE"A"SIGN TYPE "C"SIGN TYPE "C"SIGN TYPE "MOD D"SIGN TYPE MOD "D"SIGN TYPE "C"SIGN TYPE MOD "D"SIGN TYPE "MOD D"SIGN TYPE "A"SIGN TYPE MOD "D"SIGN TYPE MOD "D"SIGN TYPE MOD "D"SIGN TYPE MOD "D"151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV*THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY21-14SP#24-2207/26/2022
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EEE TTWET PONDDRY PONDDRY PONDBIORETENTIONPONDABCDRYSWALEMULTIPLECELLS151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSITE BOUNDARYDRAINAGE AREA LABELSDRAINAGE DIVIDESDRAINAGE AREAS TREATEDBY BMP DEVICESBMP LEGENDA, B, C, DDRAINAGE AREAS TREATED BYWET AND DRY PONDS6421-14SP#24-22DRAINAGE AREAS TREATED BYBIORETENTION AND DRYSWALES07/26/2022
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SSSSSTUDYPOINT #2STUDYPOINT #6STUDYPOINT #7STUDYPOINT #8STUDYPOINT #9361A2A8ATC FLOWPATHTC FLOWPATHTC FLOWPATHSTUDYPOINT #1STUDYPOINT #3STUDYPOINT #4STUDYPOINT #52145789TC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATH1BXXW W XXSSSSGGGSTUDYPOINT #2STUDYPOINT #6STUDYPOINT #7STUDYPOINT #8STUDYPOINT #9STUDYPOINT #1STUDYPOINT #3STUDYPOINT #4STUDYPOINT #5123456871A91B2A8ATC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATHTC FLOWPATHBIORETENTIONBASIN ASWM POND#3SWM POND#2SWM POND#1PERF. PIPE & STONELEVEL SPREADERSTC FLOWPATHTC FLOWPATHTC FLOWPATH151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSITE BOUNDARYDRAINAGE AREA LABELSDRAINAGE DIVIDESDRAINAGE AREAS TREATEDBY SWM DEVICESSWM LEGEND1-9STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICES SUMMARYTHE WATER QUALITY REQUIREMENTS WILL BE MET BY PURCHASING WATER QUALITYCREDITS AND REMOVING AT LEAST 75% PHOSPHORUS ONSITE WITH THE PROPOSEDWET POND, EXTENDED DETENTION PONDS, BIORETENTION BASINS AND DRY SWALES.AN AFFIDAVIT OF CREDIT OF SALE FOR 16.94 POUNDS OF PHOSPHORUS FROM ONE OFTHE DEQ APPROVED NUTRIENT BANK FACILITIES FOR FREDERICK COUNTY WITHIN THEPOTOMAC WATERSHED WILL BE PROVIDED TO BOTH DEQ AND FREDERICK COUNTYPRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT. THE STORM WATERREQUIREMENTS (CHANNEL AND FLOOD PROTECTION) WERE MET BY PROPOSED SWMFACILITIES FOR STUDY POINTS 1, 2 & 8. STUDY POINTS 3, 4, 5, 6, 7 & 9 HAVE REDUCEDDRAINAGE AREAS TO MEET STORM WATER REQUIREMENTS.THE PROPOSED DESIGN FOR THE OFFSITE OUTFALL AT STUDY POINT 1 GOES ABOVEAND BEYOND WHAT IS REQUIRED FOR CHANNEL AND FLOOD PROTECTION AT STUDYPOINT 1 WITH THE SIGNIFICANT REDUCTION IN PEAK FLOW RATES AND LEVELSPREADER TO PROMOTE SHEET FLOW.6421-14SP#24-2207/26/2022
XXXXXXXXXXXXXXXXFMFMFMFMFMFMFMFMFMFMFMFMFMFM5400INV818280797877393059505950600060006000600060006000600060006000600060006000595059505600560060005900595059506350635063506350635063506350SWM #1 RISERSTRUCTUREDEEP POOLNORMAL POOLWSE = (660.0')10 YR WSE = 662.71'EXTENT OF CLAY LINEROVERFLOWSTRUCTUREWEIR OPENINGTHIS SIDEOVERFLOWSTRUCTUREWEIR OPENINGTHIS SIDEPERFORATED PIPELEVEL SPREADER SEEDETAIL SHEET 38OVERFLOWSTRUCTUREWEIR OPENINGTHIS SIDE12' TOP OF BERM = 666.0010' AQUATIC BENCH10' SAFETY BENCHWETLAND SHELFZONE 2WETLAND SHELFZONE 2FOREBAYFOREBAYWETLAND SHELFZONE 310' AQUATICBENCH10' SAFETYBENCH10' AQUATICBENCH10' SAFETYBENCH50' WIDE SPILLWAYARMOUR WITH N.A.G.C350 PERMANENTEROSION MATTING,3:1 SIDE SLOPESWETLAND SHELFZONE 1"A""A"25' WIDE SPILLWAYARMOUR WITH CL 1RIP-RAP666664662661660.5660659.5659659 659.5660660.5660.5660659658656659.
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664666668670672674676678 672670668667662666664"E"3:167467567515' WIDE SPILLWAYARMOUR WITH CL 1RIP-RAP10' WIDE SPILLWAYARMOUR WITH CL 1RIP-RAP10' WIDE SPILLWAYARMOUR WITH CL 1RIP-RAP50'
15'
10'10'12'GRASS ACCESS WAY TOSWM/BMP FACILITIES151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSWM POND 1 DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA0504/08/20221" = 20'11/02/2018TTC/JMM642760WDTRADEPORT 8121-14SP#24-2207/26/2022
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50635640645650655660665670675635640645650655660665670675WETLAND SHELFWETLANDOVERFLOW =660.00NORMAL POOLWSE=660.00(Tv=115,379 ft3)8210+96.5= 6" DIP POND DRAINWITH UPTURNED ELBOWINV OUT = 654.0063063010+86=EW-1PC (12")INV OUT = 657.508110+00= VDOT SWM-1 ( SQ. 4'x4')INV OUT = 655.00INV IN = 655.00 (36")8010+57= RISER STRUCTURE SWM-1 (SQ. 4'x4)INV OUT = 656.25 (36")INV IN = 653.70 (6" DRAIN)INV IN = 660.00 (12" REV. PIPE)INV IN = 662.00 (WEIR)TOP=659.50TOP=663.2079TOP=659.67TOP OF BERMELEV.=666.00PROP.GRADEEX. GRADE@ PIPE C/LEMERGENCYSPILLWAY =663.5057' - 36" RCP ASTM C-361(RUBBER GASKETS W.T.JOINTS) @ 2.19%DEEP POOL100YRWSE=664.47**10YR WSE=662.7139.5' - 6" DIP(POND DRAIN) @ 0.76%29'-12" SCH 40PVC REVERSEPIPE @ -8.62%EX. GRADE1YR WSE=661.70GEOTEXTILELINER (TYP.)RIP-RAP W/PERF. PIPELEVEL SPREADER9+008+5012.0'3:13:1
3:1
3:13:13:12.7%CONTROLLED FILL, SOILMATERIALS TO BECERTIFIED BYGEOTECHNICALENGINEER -EMBANKMENT TO BECONSTRUCTED WITHCLAY COREC/L EX. REDBUD ROAD9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50645650655660665670675645650655660665670675TOP OFBERM=666.0012'3:13:1 3:13:13:1WETLANDSHELFWETLANDSHELFWETLANDSHELF3:1FOREBAYCONTROLLED FILL, SOILMATERIALS TO BECERTIFIED BYGEOTECHNICALENGINEER -EMBANKMENT TO BECONSTRUCTED WITHCLAY COREPROP.GRADEEX. GRADENORMAL POOLWSE=660.00BMP (1") WSE=660.43100YRWSE=664.47**10YR WSE=662.711YR WSE=661.70BMP (1") WSE=660.43PHREATIC-LINE4:1ANTI-SEEP COLLARS5.17' x 5.17'CUT-OFF TRENCH SEEDETAIL THIS SHEETCLAY LINERTYP.NOTE: CLAY LINER NOT SHOWNFOR CLARITY. SEE PLAN VIEW &SCHEMATIC FOR LIMITS.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSWM POND 1 DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA0706/17/202236" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)4'4.5'**THE 100 YEAR WATER SURFACE ELEVATION(WSE) ASSUMES ALL OPENINGS BELOW THETOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS AT THE TOP OF THE RISER.3:112' WIDEPROP. GRADE1 YR WS ELEV 661.70'10 YR WS ELEV 662.71'100 YR WS ELEV 664.47'**STORMWATER MANAGEMENT BASIN 1PRINCIPAL RISER SECTIONNTSTOP OF RISERELEV =663.20TOP OF BERMELEV.=666.00TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL4" ORIFICEINV.=657.50INV.=656.25INV.= 653.70INV.=654.00SPILLWAYELEV.=663.502' CLAY LINER WITH 6"TOPSOIL CAP6" DIP DRAIN WITHVALVE (NORMALLYCLOSED)TERMINATE LINER@ 10 YR WSE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCYNORMAL POOL WS ELEV 660.00' INV.=660.0012" SCH 40 PVC6" GATE VALVEWITH STEMHAND WHEEL (TYP)STEM GUIDE (TYP)CONCRETE BLOCKSFOR VALVE SUPPORTWEIR ELEV = 662.002.0' W x 1.2' HVDOT EW-1 (SEE LOW FLOWORIFICE DETAIL, THIS SHEET)ELEV = 652.70ELEV = 648.20UPTURNED ELBOW(90° BEND)4'4.5'STORMWATER MANAGEMENT BASIN 1PRINCIPAL RISER FRONT VIEWNTSTOP OF RISERELEV =663.20TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALINV.=653.704000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCY INV.=660.00WEIR ELEV = 662.002.0' W x 1.2' HELEV = 648.20ELEV = 652.702.0'1.2'SIDE TRASH RACK NOTSHOWN FOR CLARITY50'EMERGENCY SPILLWAYNOT TO SCALE2.5'3:13:1TOP OF BERM = 666.0065'ELEV = 663.50STORMWATER MANAGEMENT BASIN 1PRINCIPAL RISER PLAN VIEWNTS2.0' W x 1.2' HWEIRTOP TRASH RACK NOTSHOWN FOR CLARITY36" PIPE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'14" STEEL PLATE BOLTED TO EW-1WITH 4" DIAMETER LOW FLOW ORIFICE(SEE LOW FLOW ORIFICE DETAIL THISSHEET)VDOT EW-1PLASTIC SOLUTIONS BMP TRASHRACK OR APPROVED EQUAL12" PIPEPLASTIC SOLUTIONS TRASH RACKOR APPROVED EQUAL4'4'10' WIDEAQUATICBENCH10' WIDESAFETYBENCH3:1 SIDE SLOPE3:1 SIDE SLOPEAQUATIC & SAFETY BENCH DETAILNOT TO SCALE10% MAX5% MAXFOREBAYS& DEEPPOOLS4" DIA.ORIFICE(LOWFLOW)4" DIA.ORIFICE(LOW FLOW)12" PIPE14" STEEL PLATEBOLTED TO EW-1VDOT EW-1VDOT EW-114" STEEL PLATEBOLTED TO EW-1LOW FLOW ORIFICE DETAILNTSPLASTIC SOLUTIONS BMPTRASH RACKCONC. APRON(SLAB)AS NOTED11/02/2018TTC/JMM642760WDCLAY LINER NOTES:1. A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES ANDSHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.2. A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BEPLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEEDMIXTURE (REFER TO VESCH, 1992 EDITION).3. A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINERTYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDEDVERIFYING THE LINER MATERIAL'S PERFORMANCE.NOTES:1. CONSTRUCTION TO COMPLY WITHRECOMMENDATIONS FROM GEOTECHNICALREPORT.TRADEPORT 8121-14SP#24-2207/26/2022
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+5063564064565065566066563564064565065566066512+80= VDOT SWM-1 ( SQ. 4'x4')INV OUT = 655.00INV IN = 655.00 (36")11+40= VDOT SWM-1 ( SQ. 4'x4')INV OUT = 655.00INV IN = 655.0010+00= VDOT SWM-1 ( SQ. 4'x4')INV OUT = 655.0077 78 79140' - 36"PERFORATED HDPE(W.T. JOINTS)@ 0.00%(SEE DETAIL THISSHEET)140' - 36"PERFORATED HDPE(W.T. JOINTS) @0.00%(SEE DETAIL THISSHEETRIP-RAP & PERFORATEDPIPE (SEE DETAIL THISSHEET)OVERFLOWSTRUCTURES(SEE DETAIL THISSHEET)PERFORATIONROWS - 2 ROWSFRONT & BACKWITH 1.25" DIA.PERF. EVERY 6"(SEE DETAILTHIS SHEET)EX.GRADETOP=659.67TOP=659.67TOP=659.679+0038151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSWM POND 1 & DRY SWALE DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA0706/17/2022ANTI-SEEP COLLAR DESIGN1. DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 9.2 FT2. SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) = 3:1 SLOPE3. SLOPE OF PRINCIPLE SPILLWAY BARREL (Sb) = 2.19% SLOPE4. LENGTH OF BARREL IN SATURATED ZONE (Ls) = 27.6 FT5. NUMBER OF COLLARS REQUIRED (FROM PLATE 3.14-12) = 2 COLLARS COLLAR DIMENSIONS - 5.17'x5.17'STORMWATER MANAGEMENT BASIN #1 - BERM CROSS SECTIONNTSNOTES:1. PHREATICLINE COMP 10 YR STM ELEV = 662.50' LINE LENGTH @ 4:1 = 27.6' 57' TO TOE, DOES NOT CROSS BANK ABOVE TOE,NO DRAINAGE SYSTEM REQUIRED2. DISCHARGE PIPE SHALL BE BEDDED ANDBACKFILLED WITH FINE GRAINED SOILS. FINEGRAINED SOILS SHALL HAVE STONE 1" OR LESS INDIAMETER FOR A MINIMUM OF 2' AROUND PIPE INAREAS OF BACKFILL.TOP OF BERMELEV. = 666.0012'4" TOPSOILCOVEREX. GRADE4'656.25654.00STM STRUCTURE(SEE DETAIL)14.5'3:13:1HOMOGENEOUS FILLCOMPACTED TO 95% MAX.DENSITY4'1:11:1DISCHARGE PIPE4:110'10'27.6'CONCRETE ANTI-SEEPCOLLAR (5.17'x5.17')CUTOFF TRENCH,4' DEPTH, TOP @10YR WSETOP ELEV. = 662.515.7'1:11:14'PHREATICLINEAS NOTED11/02/2018TTC/JMM642760WDVDOT SWM-1 (SQ. 4'x4') - OVERFLOW STRUCTURE4'0.5'NTS36"PERFORATEDPIPE LEVELSPREADERGRAVEL/RIP-RAPNOT SHOWNFOR CLARITY36" PERFORATED PIPELEVEL SPREADER(REFER TO SITE PLAN& PROFILE FOR PIPEOPENING LOCATIONS)REFER TO SITE PLAN &PROFILE FOR PIPEOPENING LOCATIONS36" PERF. PIPEINV =655.00WEIR (4'x0.5') = 659.17TOP OVERFLOWRISER - INV = 659.67PLASTIC SOLUTIONS INC.TRASH RACKPERFORATED PIPE LEVEL SPREADER DETAIL2.6'NTS1.25" DIAMETERPERFORATIONSEVERY 6"#3 STONE3:1 SLOPE3:1 SLOPE0.75'RIP-RAP CL I3:1 SLOPEBEDDING (CRUSHERRUN #25 OR #26) TYP.PONDEMBANKMENTSLOPE 3:1 TOEXISTING GROUND120°GEOTEXTILE LINER.(EXTEND LINER TORIP-RAP LIMITS)INV =659.17EX. GND. = 656.002 PERF. ROWS 1.25"DIA. = 655.7536" PERF. PIPE INV =655.00TRADEPORT 81DRY SWALE DETAILSNOTES:1. GEOTECH FILTER FABRIC TO WRAP GRAVEL ENVELOPE FOR ALL DRYSWALES.2. PERFORATED 6" PIPE ONLY LOCATED IN THE LIMITS OF THE MEDIA AREAOUTSIDE LIMITS OF MEDIA TO BE SOLID WALL 6" PIPE.21-14SP#24-22DRY SWALE (LEVEL 1)MATERIAL CROSS SECTIONNTS07/26/2022
XXXXXXXXXXXXXXXXXXXXXXXXXXXXFMFMFMFMFMFMFMFMFMFMFMWW0LIGHT POLE(TYP)3954%3.06710INV6680INV67006700670067506750675067504140858483%3.06670EX. INV6657EX. INV635063506350635063507300730073007300"C""E"FOREBAY4' AQUATICBENCH670SWM #2 RISERSTRUCTURE10 YR WSE = 671.07'EXTENT OF CLAY LINER10' TOP OF BERM = 675.0020' WIDE SPILLWAYARMOUR W/ CL 1RIP-RAPMICRO POOLNORMAL WSE = (667.5')18' WIDE SPILLWAYWITH N.A.G. C350PERMANENT EROSIONMATTING, 3:1 SIDESLOPESGABION WALLCHECK DAM3:13:13:13:13:13:13:13:110' BENCH10' BENCHEX. 15" CMP"E"674675669672670672668666666669669674675669672670672674675670672675674674675670676672675674676675674670678 676675.4672669668666664675674678676675670672"D""D"4' AQUATICBENCH675675668669668666.1666666.1668664664666.1666.118'20'12'GRASS ACCESS WAY TOSWM/BMP FACILITIESGRASS ACCESS
WAY T
O
SWM/B
MP FACILITIES39151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSWM POND 2 DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA0504/08/20221" = 20'11/02/2018TTC/JMM642760WDGABION WALL CHECK DAMNOT TO SCALEBURIEDDEPTH 0.5'PONDOUTFALLPROPOSEDGRADENON-WOVENGEOTEXTILEFABRICRIP-RAP CL. IGABION BASKET(3' W x 1.0' H)SIDE VIEWBW=666.80NOTE: GABION STONESIZE 4"-8" (AVERAGE 6")1.0'1.0'TW=667.303'3'6'GABION BASKET(3' W x 1.0' H)EX. CULVERTGABION WALL CHECK DAMNOT TO SCALE5' WEIR WIDTH1.0'PROPOSEDGRADENON-WOVENGEOTEXTILEFABRICFRONT VIEW9' LENGTH3:1NOTE: GABION STONESIZE 4"-8" (AVERAGE 6")0.5'2' BOTTOM WIDTH OF DITCH3:1GABION BASKET(3' W x 1.0' H)2'2'NOTES:1. SEE SHEET 43 FOR ISOMETRIC VIEW OF TYPICALGABION BASKET.TRADEPORT 8121-14SP#24-2207/26/2022
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00655660665670675680655660665670675680CONTROLLED FILL, SOILMATERIALS TO BE CERTIFIEDBY GEOTECHNICAL ENGINEER- EMBANKMENT TO BECONSTRUCTED WITH CLAYCORE3:13:13:13:1
3:1
3:1
3:1
FOREBAYEX. GRADENORMAL POOLWSE=667.50TOP OF BERMELEV.=675.0010'PROP.GRADE100YR WSE=673.72**10YR WSE=671.071YR WSE=670.098+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00645650655660665670675680685645650655660665670675680685C/L EX. REDBUD ROAD3:13:13:1
3:1
3:1TOP OF BERMELEV.=675.0010.0'EMERGENCYSPILLWAY=673.00MICRO POOLWSE=668.00(Tv=8,149 ft3)1.07%2.10%100YR WSE=673.72**10YR WSE=671.071YR WSE=670.0909+60=EX 15" CMPINV IN = 666.7009+35=EX 15" CMPINV OUT = 666.57EX. GRADE@ PIPE CL15.5'-12" SCH 40PVC REVERSEPIPE @ -8.24%40' - 24" RCP ASTM C-361(RUBBER GASKETS W.T.JOINTS) @ 0.75%84TOP=673.0083TOP=670.110+00=EW-1 (24")INV OUT = 667.1010+40= RISER STRUCTUREINV OUT = 667.40 (24")INV IN = 667.50 (12" REV. PIPE)10+55.5=EW-1 (12")INV IN = 666.10PROP. GRADEGABION CHECKDAM WEIRELEV. = 667.30MICROPOOLPHREATIC-LINE4:1CONTROLLED FILL, SOILMATERIALS TO BE CERTIFIEDBY GEOTECHNICAL ENGINEER- EMBANKMENT TO BECONSTRUCTED WITH CLAYCOREANTI-SEEPCOLLARS3.33' x 3.33'CUT-OFF TRENCH SEEDETAIL THIS SHEET14' CL. 1RIP-RAP85TOP=668.10CLAY LINERTYP.NOTE: CLAY LINER NOT SHOWNFOR CLARITY. SEE PLAN VIEW &SCHEMATIC FOR LIMITS.40151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSWM POND 2 DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA0504/08/202224" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)4'3.0'**THE 100 YEAR WATER SURFACE ELEVATION(WSE) ASSUMES ALL OPENINGS BELOW THETOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS AT THE TOP OF THE RISER.3:110' WIDEPROP. GRADE1 YR WS ELEV 670.09'10 YR WS ELEV 671.07'100 YR WS ELEV 673.72'**STORMWATER MANAGEMENT BASIN 2PRINCIPAL RISER SECTIONNTSTOP OF RISERELEV =673.00TOP OF BERMELEV.=675.00TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL1.0" ORIFICEINV.=666.10INV.=667.40SPILLWAYELEV.=673.002' CLAY LINER WITH 6"TOPSOIL CAPTERMINATE LINER@ 10 YR WSE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCYNORMAL POOL WS ELEV 667.50' INV.=667.5012" SCH 40 PVCWEIR ELEV = 670.701.5' W x 2.3' HVDOT EW-1 (SEE LOW FLOWORIFICE DETAIL, THIS SHEET)ELEV = 664.40STORMWATER MANAGEMENT BASIN 2PRINCIPAL RISER PLAN VIEWNTS1.5' W x 2.3' HWEIRPLASTIC SOLUTIONS TRASH RACKOR APPROVED EQUALTOP TRASH RACK NOTSHOWN FOR CLARITY24" PIPE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'14" STEEL PLATE BOLTED TO EW-1WITH 1.0" DIAMETER LOW FLOW ORIFICE(SEE LOW FLOW ORIFICE DETAIL THISSHEET)VDOT EW-1PLASTIC SOLUTIONS BMPTRASH RACK12" PIPE6" CONCRETE SLABFOR ORIFICE GRATE4'4'1.0" DIA.ORIFICE(LOWFLOW)1.0" DIA.ORIFICE(LOW FLOW)12" PIPE14" STEEL PLATEBOLTED TO EW-1VDOT EW-1VDOT EW-114" STEEL PLATEBOLTED TO EW-1LOW FLOW ORIFICE DETAILNTSPLASTIC SOLUTIONS BMPTRASH RACKCONC. APRON(SLAB)4'3.0'STORMWATER MANAGEMENT BASIN 2PRINCIPAL RISER FRONT VIEWNTSTOP OF RISERELEV =673.00TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCY 12" REVERSEPIPE INV.=667.5WEIR ELEV = 670.701.5' W x 2.3' HELEV = 664.401.5'2.3'SIDE TRASH RACK NOTSHOWN FOR CLARITY18'3:1 3:1EMERGENCY SPILLWAYNOT TO SCALE2'TOP OF BERM = 675.0030'ELEV = 673.00ANTI-SEEP COLLAR DESIGN1. DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 9.0 FT2. SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) = 3:1 SLOPE3. SLOPE OF PRINCIPLE SPILLWAY BARREL (Sb) = 2.05% SLOPE4. LENGTH OF BARREL IN SATURATED ZONE (Ls) = 16.2 FT5. NUMBER OF COLLARS REQUIRED (FROM PLATE 3.14-12) = 2 COLLARS COLLAR DIMENSIONS - 3.33'x3.33'STORMWATER MANAGEMENT BASIN #1 - BERM CROSS SECTIONNTSNOTES:1. PHREATICLINE COMP 10 YR STM ELEV = 671.31' LINE LENGTH @ 4:1 = 16.2' 39' TO TOE, DOES NOT CROSS BANK ABOVE TOE,NO DRAINAGE SYSTEM REQUIRED2. DISCHARGE PIPE SHALL BE BEDDED ANDBACKFILLED WITH FINE GRAINED SOILS. FINEGRAINED SOILS SHALL HAVE STONE 1" OR LESS INDIAMETER FOR A MINIMUM OF 2' AROUND PIPE INAREAS OF BACKFILL.TOP OF BERMELEV. = 675.0010'4" TOPSOILCOVEREX. GRADE4'667.40664.00STM STRUCTURE(SEE DETAIL)12.5'3:13:1HOMOGENEOUS FILLCOMPACTED TO 95% MAX.DENSITY4'1:11:1DISCHARGE PIPE4:14'8'16.2'CONCRETE ANTI-SEEPCOLLAR (3.33'x3.33')CUTOFF TRENCH,4' DEPTH, TOP @10YR WSETOP ELEV. = 671.3112.0'1:11:14'PHREATICLINEAS NOTED11/02/2018TTC/JMM642760WDNOTES:1. CONSTRUCTION TO COMPLY WITHRECOMMENDATIONS FROM GEOTECHNICALREPORT.CLAY LINER NOTES:1. A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES ANDSHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.2. A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BEPLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEEDMIXTURE (REFER TO VESCH, 1992 EDITION).3. A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINERTYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDEDVERIFYING THE LINER MATERIAL'S PERFORMANCE.4' WIDE AQUATICBENCH ( FOR SAFETYPURPOSES)3:1 SIDE SLOPE3:1 SIDE SLOPEAQUATIC BENCH DETAILNOT TO SCALEFOREBAYS &MICRO POOL18"2.5%TRADEPORT 8121-14SP#24-2207/26/2022
WWWWWWWWWWWWWWWWW29+0030+0031+0032+0017470INV7395EX INV8020INV7980INV8270BP8100BP7500WEIR7500WEIR7500WEIR7500WEIR%5.071007715%5.0%1.98436EP79007925INV7925INV80258025802580258025824082408240824082407950WEIR831982548332BP2347372151387869089887100%1.07900WEIR
7500INV7500INV7500INV%5.07950WEIR7950WEIR7950WEIRMICRO POOLNORMAL WSE = (675.0')6744' AQUATICBENCH"F"6' GRAVELDIAPHRAGM"F""G""G"673.6675676673.5672671678679680681682684690679681680682688686684678676
676 679681680682684684682682684686681680682688690686684681680682
684679681678680682676684675679678
680
676675
680
679679681678680676680681.5681.5675674673.5
672
673.6679681678680682676675
681
680
682
684
679 684679680679
681
681
681682679.2
5
680"H""H"10' WIDE SPILLWAYARMOUR WITH N.A.G.C350 PERMANENTEROSION MATTING,3:1 SIDES SLOPESSWM #3 RISERSTRUCTURE10' TOP OF BERM = 681.5010 YR WSE = 677.71'EXTENT OF CLAY LINER679681.568010' T
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M4' AQUATICBENCHGABION WALLCHECK DAM67' -
6"
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67' -
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%C/OC/OC/O16' - 6" PERFU.D. @ 0.0%PRETREATMENTCELLFOREBAYBIORETENTION SURFACEAREA = 2500 SFELEV. = 679.005'
10'EX. 36" RCPGRASS FILTERSTRIPGRASS FILTERSTRIP6846' WIDE WEIR SPILLWAYARMOUR WITH N.A.G.C350 PERMANENTEROSION MATTING,3:1 SIDES SLOPES14' WIDE WEIRSPILLWAYARMOUR WITHCL 1 RIP-RAP6'BIORETENTIONRISERSTRUCTURE14'10'GRASS ACCESS WAY TOSWM/BMP FACILITIES10'7400INV7470INV68468468441151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSWM POND 3 DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA0504/08/20221" = 20'11/02/2018TTC/JMM21-14642760WDTRADEPORT 81SP#24-2207/26/2022
7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50650655660665670675680685690695650655660665670675680685690695PROP. EP10+58=EW-1 (12")INV IN = 674.0090TOP=676.0088TOP=677.70C/L EX. SNOWDENBRIDGE BOULEVARD10+40= RISER STRUCTUREINV OUT = 674.90 (24")INV IN = 675.00 (12" REV. PIPE)INV IN = 677.50 (WEIR)10+00=EW-1 (24")INV OUT = 674.707+0009+04=EX 36" RCPINV IN = 673.9507+54=EX 36" RCPINV OUT = 670.03TOP OFBERM=681.50EMERGENCYSPILLWAY =679.00MICRO POOLWSE=675.00(Tv=10,397 ft3)40' - 24" RCP ASTM C-361(RUBBER GASKETS W.T.JOINTS) @ 0.50%PROP. GRADEEX. GRADE@ PIPE CL18'-12" SCH 40PVC REVERSEPIPE @ -5.55%100YR WSE=679.97**10YR WSE=677.711YR WSE=676.989+50 10+00 10+50 11+00 11+50 12+00 12+506656706756806856656706756806850.78%5.0%3:13:1 3:13:13:13:1
100YR WSE=679.97**10YR WSE=677.711YR WSE=676.98NORMAL POOLWSE=675.00CONTROLLED FILL, SOILMATERIALS TO BECERTIFIED BYGEOTECHNICALENGINEER - DAM TO BECONSTRUCTED WITHCLAY CORE10.0'89TOP=679.50PHREATIC-LINE4:1ANTI-SEEPCOLLARS3' x 3'CUT-OFF TRENCH SEEDETAIL THIS SHEETCONC. CHANNELNOTE: CLAY LINER NOT SHOWNFOR CLARITY. SEE PLAN VIEW &SCHEMATIC FOR LIMITS.FOREBAYMICRO POOLWSE=675.00(Tv=10,397 ft3)SEE PROFILEF-F FORCONTINUATIONCLAYLINERTYP.42151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSWM POND 3 DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA0504/08/2022ANTI-SEEP COLLAR DESIGN1. DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 8.5 FT2. SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) = 3:1 SLOPE3. SLOPE OF PRINCIPLE SPILLWAY BARREL (Sb) = 0.50% SLOPE4. LENGTH OF BARREL IN SATURATED ZONE (Ls) = 12.0 FT5. NUMBER OF COLLARS REQUIRED (FROM PLATE 3.14-12) = 2 COLLARS COLLAR DIMENSIONS - 3'x3'STORMWATER MANAGEMENT BASIN #1 - BERM CROSS SECTIONNTSNOTES:1. PHREATICLINE COMP 10 YR STM ELEV = 677.71' LINE LENGTH @ 4:1 = 11.5' 40' TO TOE, DOES NOT CROSS BANK ABOVE TOE,NO DRAINAGE SYSTEM REQUIRED2. DISCHARGE PIPE SHALL BE BEDDED ANDBACKFILLED WITH FINE GRAINED SOILS. FINEGRAINED SOILS SHALL HAVE STONE 1" OR LESS INDIAMETER FOR A MINIMUM OF 2' AROUND PIPE INAREAS OF BACKFILL.TOP OF BERMELEV. = 681.5010'4" TOPSOILCOVEREX. GRADE4'674.90671.00STM STRUCTURE(SEE DETAIL)15.0'3:13:1HOMOGENEOUS FILLCOMPACTED TO 95%MAX. DENSITY4'1:11:1DISCHARGE PIPE4:14'6'11.5'CONCRETE ANTI-SEEPCOLLARS (3'x3')CUTOFF TRENCH,4' DEPTH, TOP @10YR WSETOP ELEV. = 677.7110.9'1:11:14'PHREATICLINE10'3:1 3:1EMERGENCY SPILLWAYNOT TO SCALE2.5'TOP OF BERM = 681.5025'ELEV = 679.0024" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)4'3.0'**THE 100 YEAR WATER SURFACE ELEVATION(WSE) ASSUMES ALL OPENINGS BELOW THETOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS AT THE TOP OF THE RISER.3:110' WIDEPROP. GRADE1 YR WS ELEV 676.98'10 YR WS ELEV 677.71'100 YR WS ELEV 679.97'**STORMWATER MANAGEMENT BASIN 3PRINCIPAL RISER SECTIONNTSTOP OF RISERELEV =679.50TOP OF BERMELEV.=681.50TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL1.5" ORIFICEINV.=674.00INV.=674.90SPILLWAYELEV.=679.002' CLAY LINER WITH 6"TOPSOIL CAPTERMINATE LINER@ 10 YR WSE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCYNORMAL POOL WS ELEV 675.00' INV.=675.0012" SCH 40 PVCWEIR ELEV = 677.302.5' W x 2.2' HVDOT EW-1 (SEE LOW FLOWORIFICE DETAIL, THIS SHEET)ELEV = 671.904'3.0'STORMWATER MANAGEMENT BASIN 3PRINCIPAL RISER FRONT VIEWNTSTOP OF RISERELEV =679.50TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCY 12" REVERSE PIPEINV.=675.00WEIR ELEV = 677.302.5' W x 2.2' HELEV = 671.902.5'2.2'SIDE TRASH RACK NOTSHOWN FOR CLARITYSTORMWATER MANAGEMENT BASIN 3PRINCIPAL RISER PLAN VIEWNTS2.5' W x 2.2' HWEIRPLASTIC SOLUTIONS TRASH RACKOR APPROVED EQUAL24" PIPE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'14" STEEL PLATE BOLTED TO EW-1WITH 1.5" DIAMETER LOW FLOW ORIFICE(SEE LOW FLOW ORIFICE DETAIL THISSHEET)VDOT EW-1PLASTIC SOLUTIONS BMP TRASHRACK OR APPROVED EQUAL12" PIPE6" CONCRETE SLABFOR ORIFICE GRATE4'4'TOP TRASH RACK NOTSHOWN FOR CLARITY1.5" DIA.ORIFICE(LOWFLOW)1.5" DIA.ORIFICE(LOW FLOW)12" PIPE14" STEEL PLATEBOLTED TO EW-1VDOT EW-1VDOT EW-114" STEEL PLATEBOLTED TO EW-1LOW FLOW ORIFICE DETAILNTSPLASTIC SOLUTIONS BMPTRASH RACKCONC. APRON(SLAB)AS NOTED11/02/2018TTC/JMM21-14642760WDCLAY LINER NOTES:1. A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES ANDSHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.2. A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BEPLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEEDMIXTURE (REFER TO VESCH, 1992 EDITION).3. A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINERTYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDEDVERIFYING THE LINER MATERIAL'S PERFORMANCE.4' WIDE AQUATICBENCH ( FOR SAFETYPURPOSES)3:1 SIDE SLOPE3:1 SIDE SLOPEAQUATIC BENCH DETAILNOT TO SCALEFOREBAYS &MICRO POOL18"2.5%NOTES:1. CONSTRUCTION TO COMPLY WITHRECOMMENDATIONS FROM GEOTECHNICALREPORT.TRADEPORT 81SP#24-2207/26/2022
8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50650655660665670675680685690650655660665670675680685690100YR WSE=679.97**10YR WSE=677.711YR WSE=676.9837' - 12" ADS N-12 W.T.JOINTS @ 0.54%6" PERFORATEDUNDERDRAIN @ 0.0%1.9%TOP OFBERM=680.0010'3:13:13:1GABION CHECKDAM WEIRELEV. = 680.00 WEIR SPILLWAY=679.5010+37 = NYP-30" DRAIN BASIN W/ DOMED GRATEINV OUT = 674.90 (12")INV IN = 675.00 (6" UNDER DRAIN)10+00 = ES-1 (12")INV OUT = 674.70 (12")8786TOP=679.50PROP.GRADEEX. GRADE10' - GRASS FILTER STRIP6' GRAVEL DIAPHRAGMMICRO POOLWSE=675.00(Tv=10,397 ft3)ELEV.=679.001YR WSE=679.6610YR WSE=679.97BMP (1") WSE=679.15SWMPOND 3CLAYLINERTYP.SEE PROFILEH-H FORCONTINUATION43151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVBIORETENTION A DETAILSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA0706/17/2022AS NOTED11/02/2018TTC/JMM21-14642760WDNOTE:1. BMP FILTER MEDIA SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TOINSTALLATION TO ENSURE ITS USE AS SUITABLE MATERIAL.2. THE CONSTRUCTION OF BMP FACILITIES SHALL BE INSPECTED AND CERTIFIED BY APROFESSIONAL ENGINEER.BIORETENTION POND "C"MATERIAL CROSS SECTIONNTSGABION WALL CHECK DAMNOT TO SCALE3'2.0'BURIEDDEPTH 0.5'1.5'PRETREATMENTCELLPROPOSEDGRADENON-WOVENGEOTEXTILEFABRICCLEAN WASHED#57 STONELOWER GABIONBASKET (3' W x 1.5' H)SIDE VIEWBW=679.00NOTE: GABION STONESIZE 4"-8" (AVERAGE 6")UPPER GABIONBASKET (3' W x 1.0' H)1.0'WEIR=680.00TW=681.00GRAVELDIAPHRAGM1.0'GABION WALL CHECK DAMNOT TO SCALE6' WEIR WIDTH1.5'PROPOSEDGRADENON-WOVENGEOTEXTILEFABRICUPPER GABIONBASKET (3' W x 1' H)FRONT VIEW9' LENGTH3:1NOTE: GABION STONESIZE 4"-8" (AVERAGE 6")1'0.5'7' BOTTOM WIDTH OF DITCH9' LENGTH3:16' LENGTH6' LENGTHFILL VOIDS WITH #57STONE BETWEEN EDGEOF EXCAVATION ANDGABION BASKETSUPPER GABIONBASKET (3' W x 1' H)9' LENGTHLOWER GABIONBASKET (3' W x 1.5' H)LOWER GABIONBASKET (3' W x 1.5' H)LOWER GABIONBASKET (3' W x 1.5' H)TYPICAL GABION BASKETSNOT TO SCALEISOMETRIC VIEWNOTE: GABION BASKETS LENGTHS WILLVARY, BUT SHALL BE MULTIPLES (1,2,3, OR 4)OF THE 3 FOOT BASKET WIDTH.BASKET HEIGHT VARIES1', 1.5' OR 3' (SEE PLANDETAILS FOR HEIGHT)INDIVIDUAL CELL3' LENGTH3' BASKETWIDTHTOP/LIDDIAPHRAGMGABION BASKET LENGTH(3', 6', 9' OR 12')TRADEPORT 81SP#24-22BIO-RETENTION BASIN SHALL BE CONSTRUCTED ONLY AFTER THE SITE WORK IS COMPLETE ANDSTABILIZATION MEASURES HAVE BEEN IMPLEMENTED. EXPERIENCE WITH BIO-RETENTION BASINSAND SOIL MEDIA FILTERS HAS DEMONSTRATED THAT BIO-RETENTION FILTERS MUST BEPROTECTED FROM ALL SEDIMENT LOADS.B.3.B SPECIFICATIONS FOR BIO-RETENTION1. MATERIAL SPECIFICATIONTHE ALLOWABLE MATERIALS TO BE USED IN BIO-RETENTION AREA ARE DETAILED IN TABLE 9.6,THIS SHEET2. FILTER MEDIATHE FILTER MEDIA SHALL BE A LOAMY SAND OR A LOAM SAND MIX WHICH IS GENERALLYCLASSIFIED AS A LOAMY SAND ON THE USDA TEXTURE TRIANGLE. THE MIXTURE SHOULDCONTAIN A MINIMUM OF 80-85% COURSE SAND BY VOLUME, 8-12% SOIL FINES, AND 3-5% ORGANICMATTER. THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS, OR OTHERSIMILAR OBJECTS LARGER THAN ONE INCH. NO OTHER MATERIALS OR SUBSTANCES SHALL BEMIXED OR DUMPED WITHIN THE BIO-RETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH,OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS. THE FILTER MEDIASHALL BE FREE OF BERMUDA GRASS, MUGWORT, NUTSEDGE, CANADA THISTLE, QUACKGRASS,JOHNSON GRASS, OR OTHER NOXIOUS WEEDS AS SPECIFIED UNDER COMAR 15.08.01.05.THE FILTER MEDIA SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA:pH RANGE 5.2 - 7.0P-INDEX 10-30PHOSPHORUS 7-23 mg/kgCATION EXCHANGE CAPACITY (CEC) GREATER THAN 10INFILTRATION RATE 1-2 INCHES PER HOURVOID RATIO (VV/VT) (MIN) 0.25ALL BIO-RETENTION AREAS SHALL HAVE A MINIMUM OF ONE TEST. EACH TEST SHALL CONSIST OFBOTH THE STANDARD SOIL TEST FOR pH, PHOSPHORUS, AND POTASSIUM AND ADDITIONAL TESTSOF ORGANIC MATTER, AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REQUIRED FROM THE SITESTOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED, THEN A TEXTURAL ANALYSIS SHALL BEPERFORMED FOR EACH LOCATION WHERE THE TOP SOIL WAS EXCAVATED.SINCE DIFFERENT LABS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTINGRESULTS SHALL COME FROM THE SAME TESTING FACILITY.SHOULD THE pH FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIMEOR (LOWER) WITH IRON SULFATE PLUS SULFUR.3. COMPACTIONIT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE BIO-RETENTIONAREA AND THE REQUIRED BACKFILL. WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE THEORIGINAL SOIL. IF BIO-RETENTION AREAS ARE EXCAVATED USING A LOADER, THE CONTRACTORSHOULD USE WIDE TRACK OR MARSH TRACK EQUIPMENT OR LIGHT EQUIPMENT WITH TURF TYPETIRES. USE OF EQUIPMENT WITH NARROW TRACKS OR TIRES, RUBBER TIRES WITH LARGE LUGS,OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCEDINFILTRATION RATES AND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY CONTRIBUTETO DESIGN FAILURE.COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIO-RETENTION FACILITY BY USING APRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLINGOPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGH THE 12 INCH COMPACTIONZONE. SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLYDO NOT TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF THE COMPACTION FROM HEAVYEQUIPMENT.ROTOTILL 2 TO 3 INCHES OF SAND INTO THE BASE OF THE BIO-RETENTION BEFORE BACKFILLINGTHE REQUIRED SAND LAYER. PUMP ANY PONDED WATER BEFORE PREPARING (ROTOTILLING)BASE.WHEN BACKFILLING THE TOPSOIL OVER THE SAND LAYER, FIRST PLACE 3 TO 4 INCHES OFTOPSOIL OVER THE SAND, THEN ROTOTILL THE SAND/TOPSOIL TO CREATE A GRADUATION ZONE.BACKFILL THE REMAINDER OF THE FILTER MEDIA TO THE FINAL GRADE.WHEN BACKFILLING THE BIO-RETENTION FACILITY, PLACE LIFTS 12" TO 18" THAT ARE LOOSELYCOMPACTED. DO NOT USE HEAVY EQUIPMENT WITHIN THE BIO-RETENTION BASIN. HEAVYEQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND.GRADE BIO-RETENTION MATERIALS WITH LIGHT EQUIPMENT SUCH AS A COMPACT LOADER OR ADOZER/LOADER WITH MARSH TRACKS.4. PLANT MATERIALRECOMMENDED PLANT MATERIAL FOR BIO-RETENTION AREAS CAN BE FOUND IN AS NOTED ONTHIS SHEET AND IN THE SPECIFICATIONS..5. PLANT INSTALLATIONMULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2" TO 3". SHREDDED HARDWOODMULCH IS THE ONLY ACCEPTED MULCH. PINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE TOTHE PERIMETER OF THE BIO-RETENTION AREA DURING A STORM EVENT AND ARE NOTACCEPTABLE. SHREDDED MULCH MUST BE WELL AGED (6 TO 12 MONTHS) FOR ACCEPTANCE.ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT AND ON-SITESTORAGE. THE PLANT ROOT BALL SHOULD BE PLANTED SO 1/8th OF THE ROOT BALL IS ABOVEFINAL GRADE SURFACE. THE DIAMETER OF THE PLANTING PIT SHALL BE AT LEAST SIX INCHESLARGER THAN THE DIAMETER OF THE PLANTING BALL. SET AND MAINTAIN THE PLANT STRAIGHTDURING THE ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BED COVER AFTERINSTALLATION.TREES SHALL BE BRACED USING 2" BY 2" STAKES ONLY AS NECESSARY AND FOR THE FIRSTGROWING SEASON ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREEBALL.GRASSES AND LEGUME SEED SHOULD BE DRILLED INTO THE SOIL TO A DEPTH OF AT LEAST ONEINCH. GRASS AND LEGUME PLUGS SHALL BE PLANTED FOLLOWING THE NON-GRASS GROUNDCOVER PLANTING SPECIFICATIONS.THE TOPSOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL TO ADEQUATELY SUPPLYNUTRIENTS FROM NATURAL CYCLING. THE PRIMARY FUNCTION OF THE BIO-RETENTIONSTRUCTURE IS TO IMPROVE WATER QUALITY. ADDING FERTILIZERS DEFEATS, OR AT A MINIMUM,IMPEDES THIS GOAL. ONLY ADD FERTILIZER IF WOOD CHIPS OR MULCH ARE USED TO AMENDSOIL. ROTOTILL UREA FERTILIZER AT A RATE OF 2 POUNDS PER 1000 SQUARE FEET.6. UNDERDRAINSPLACE THE APPROPRIATE DEPTH OF #57 STONE ON THE BOTTOM, INSTALL THE PERFORATEDUNDERDRAIN PIPE, PACK #57 STONE TO THE TOP OF THE PIPE, ADD 3" OF CHOKER STONE,FOLLOWED BY A GEOTECH FILTER FABRIC FOR FILTER BETWEEN CHOKER STONE AND FILTERMEDIA.7. MISCELLANEOUS- THE BIO-RETENTION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGEAREA HAS BEEN STABILIZED.- LANDSCAPE CONTRACTOR TO MIX THE TREE AND SHRUB SPECIES TOGETHER FOR A MORENATURALIZED APPEARANCE.07/26/2022
8" W/LX-ING18"MIN.9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+5066066567067568068569069570066066567067568068569069570024" STM X-ING12" W/LX-ING18"MIN.PROPOSED 6"SCH 80 SLEEVEWITHINFREDERICKWATEREASEMENTPROPOSED 6"SCH 80 SLEEVEWITHINFREDERICKWATEREASEMENTPRIVATE1-1/4" SCH40 PVCFORCEDSEWERLATERAL(FSL)EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LCOMPACT FILL PERGEOTECH STANDARD10+00.00 = 10+91.38 MH AINV. OUT = 677.50 (8" GRAVITY)INV. IN = 678.20 (2" FM)INV. IN = 677.70 (8" GRAVITY)PRIVATE1-1/4" SCH40 PVCFORCEDSEWERLATERAL(FSL)SANITARY FORCE SEWER LATERIAL TO BLDG #1 24" STM XING9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+0066567067568068569069570070571071566567067568068569069570070571071591.38' - 8" SDR 35/26 @0.54%217.12' - 8" SDR 35/26 @0.51%216.54' - 8" SDR 35/26 @0.51%48.00' - 8" SDR 35/26 @0.63%TOP = 687.20RIM = 689.00RIM = 689.00PRIVATE GRAVITY SANITARY SEWER PROFILE (EX MH 150 TO BLDG 2)FFE=690.50'BLDG #2BLDG FACE9.9'10+00.00 = EX MH 151EX INV. OUT = 676.43 (15" GRAVITY) ASBUILTEX INV. IN = 677.07 (10" FM) PER DESIGN PLANPROP INV. IN = 677.01 (8" GRAVITY)(KOR-N-SEAL, SEE NOTE 1)EX MH RIM = 685.4124" STMXING18"MIN.15" STMXING18"MIN.18" STMXING10+91.38 = MHINV OUT = 677.50 (8" GRAVITY)INV IN = 678.20 (1-1/4" FM)INV IN = 677.70 (8" GRAVITY)EX13+08.50 = MHINV OUT = 678.80INV IN = 679.0015+25.04 = MHINV OUT = 680.10INV IN = 680.3015+73.04 = TIE TO BUILDING SANINV OUT = 680.60PROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LEX MANHOLES HAVE RAVEN INTERIOR.PROPOSED PENETRATIONS TOCOATED MANHOLE SHALL REQUIRECOATING CERTIFIED BY ORIGINALINSTALLER/ MANUFACTURER.6606609+008+50FREDERICK WATER OWNERSHIPPRIVATE OWNERSHIPFFE=685.00'BLDG #1BLDG FACE11.0'16.2'6" SDR 35/26@ 2.0%PUMP STATIONRIM = 685.2014.4'22+17.38 = CONNECTION TO BUILD 1INV OUT = 674.0011'TWO-WAY CLEANOUTON GRADE PERPLUMBING PLANTYP. FLUSHING CONNECTION21+89.56 = PUMP STATION EINV IN = 673.7720+67.23 = 45° BEND21+63.09 = 45° BEND16+90.49 = 45° BEND, TYP. FLUSHING ASSEMB.17+31.86 = 45° BENDLAT. ASSEMB.12" WL X-ING4411/02/2018TTC/JMM642760WD151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV0706/17/2022TRADEPORT 8121-14SP#24-22NOTES:1. EXISTING MANHOLE TO BE CORE DRILLED AND A KOR-N-SEAL BOOT INSTALLED FOR SANITARY PIPECONNECTION TO MANHOLE.2. EXISTING MANHOLES HAVE RAVEN INTERIOR COATINGS. PROPOSED PENETRATIONS TO COATED MANHOLESHALL REQUIRE COATING CERTIFIED BY ORIGINAL INSTALLER/MANUFACTURER.3. EXISTING SANITARY SEWER SHOWN FROM PLAN "SANITARY SEWER FOR GRAYSTONE COMMERCE CENTERAND STEPHENSON VILLAGE" DATED 11/24/207 WITH REVISION DATE 10/3/2018 AND AS-BUILT.07/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVTRADEPORT 8121-14SP#24-22PUMP STATION NOTES:1. PUMP STATION DESIGNED WITH MAXIMUM FLOW INTENT OF 1,500 GPD. LESS THAN 2,000GPD REQUIRES A RELIABILITY CLASS II DESIGNATION. AN EMERGENCY PUMPCONNECTION HAS BEEN PROVIDED ON THE FORCE MAIN LINE. OWNER SHALL ENSUREOPERATION INCLUDES ACCESSIBILITY TO A PORTABLE BATTERY OR GAS POWERED PUMPTO UTILIZE DURING POWER OUTAGES OR TO SHUT DOWN OPERATIONS DUE TOPOSSIBILITY OF SEWER OVERFLOW.E-ONE SEWER PUMP STATIONEMERGENCY PUMP CONNECTION1.25" service saddle1.25" corp.stoproadway box1.25" CTS polyethylenetubing (PET) 200 psi w/ SS inserts at allconnections1.25" ball valvecurb stop w/ 2"gate valveoperating nutFIP / PJ couplingMIP / PJcoupling1.25" SCH PVCsolvent weld 90° bendValve box assembly:lid: marked 'SEWER'1.25" SCH 80PVC FIP cap24"screw type1.25" SCH 80 PVC1.25" SCH 80 PVCFIP x female solventweld coupling2" SCH 80 PVC MIPx female solventweld coupling48"finishedgrade1.25" brassnipple, 2" long1'-6" dia. x 6" deepconcrete pad 8"-10"brick base6" stone6" stoneDIP Harco FIP X FIPPRIVATE SEWER DETAILS AND CALCULATIONS07/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVTRADEPORT 8121-14SP#24-2207/26/2022
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+509+00 9+50 10+00 10+50 11+00 11+50 12+009+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00665670675680685690695700705710665670675680685690695700705710125.73' - 30" ADS N-12 @0.52%119.50' - 30" ADS N-12 @0.50%120.00' - 24" ADS N-12 @0.50%126.50' - 24" ADS N-12 @0.50%87.00' - 18" ADS N-12 @0.50%53.00' - 15" ADS N-12 @0.50%124567810+00.00 = ES-1 (30) INV OUT = 677.5011+25.73 = DI-1INV OUT = 678.15INV IN = 678.35INV IN = 679.4012+45.23 = DI-1INV OUT = 678.95INV IN = 679.4513+65.23 = DI-1INV OUT = 680.05INV IN = 680.2514+91.73 = DI-1INV OUT = 680.88INV IN = 681.38INV IN = 681.0815+78.73 = DI-1INV OUT = 681.82INV IN = 682.0716+31.73 = DI-1INV OUT = 682.33TOP = 677.50TOP = 686.60TOP = 686.60TOP = 686.60TOP = 686.60TOP = 686.60TOP = 685.6012" W/LX-ING18"MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L67067568068569069570067067568068569069570093.50' - 15" ADS N-12 @3.64%2310+00.00 = DI-1INV OUT = 678.15INV IN = 679.40INV IN = 678.3510+93.50 = DI-1INV OUT = 682.80TOP = 686.60TOP = 686.70EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGLHGLHGL670675680685690695700705710715670675680685690695700705710715106.94' - 24" ADS N-12 @1.00%168.00' - 18" ADS N-12 @1.00%691010+00.00 = DI-1INV OUT = 680.88INV IN = 681.08INV IN = 681.3811+06.94 = MH1 INV OUT = 682.15INV IN = 682.6512+74.94 = MH1INV OUT = 684.33TOP = 686.60TOP = 689.31TOP = 689.3112" W/LX-ING18"MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGL8" SANX-ING18"MIN.RD213RD214RD215RD2169+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+0067067568068569069567067568068569069593.57' - 15" ADS N-12 @0.50%13141510+00.00 = ES-1 (15) 11+02.53 = DI-1INV OUT = 682.17INV IN = 682.3711+96.10 = DI-1INV OUT = 682.84TOP = 679.81TOP = 685.30TOP = 686.70EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGL102.53' - 15" ADS N-12 @2.85%10YR WSE=677.71INV OUT = 679.25151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVH: 1" = 50'V: 1" = 5'TRADEPORT 8121-14SP#24-2207/26/2022
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00660665670675680685690695700660665670675680685690695700161718192021TOP = 673.00TOP = 688.07TOP = 686.31TOP = 686.31TOP = 686.31TOP = 690.009+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+0067067568068569069570067067568068569069570083.82' - 30" ADS N-12 @0.50%115.57' - 30" ADS N-12 @0.50%280.00' - 24" ADS N-12 @0.50%280.00' - 18" ADS N-12 @0.50%6465666768TOP = 683.50TOP = 688.95TOP = 689.30TOP = 689.30TOP = 689.3012" W/LX-ING18"MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGLHGL10+00.00 = EW-1 (30)INV OUT = 680.0010+83.82 = MH-1INV OUT = 680.42INV IN = 680.6211+99.39 = MH-1INV OUT = 681.20INV IN = 681.7014+79.39 = MH-1INV OUT = 683.10INV IN = 683.6017+59.39 = MH-1 INV OUT = 685.0012" W/LX-ING18"MIN.8" W/LX-ING18"MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGLHGL6" GASX-ING6" GASX-ING6" ELEC.X-ING6" ELEC.X-ING8" SANX-INGRD201RD203RD204RD205RD206RD207RD208RD209RD210RD211RD212RD202RD217RD218RD219RD220RD221RD222RD224RD225RD226RD227RD229RD230RD231RD233RD228RD223RD23295.74' - 30" ADS N-12 @3.76%109.54' - 30" ADS N-12 @0.55%280.02' - 30" ADS N-12 @0.50%280.00' - 24" ADS N-12 @0.54%223.98' - 18" ADS N-12 @0.56%0+00.00 = EW-1 (30)INV OUT = 673.000+95.74 = MH1INV OUT = 676.60INV IN = 676.802+05.27 = MH1INV OUT = 677.40INV IN = 677.604+85.29 = MH1INV OUT = 679.00INV IN = 679.507+65.29 = MH1INV OUT = 681.00INV IN = 681.509+89.27 = MH1INV OUT = 682.756" ELEC.X-ING18"MIN.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVH: 1" = 50'V: 1" = 5'TRADEPORT 8121-14SP#24-2207/26/2022
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00660665670675680685690695660665670675680685690695117.87' - 36" ADS N-12 @0.50%68.93' - 36" ADS N-12 @0.50%68.81' - 36" ADS N-12 @0.50%62.31' - 30" ADS N-12 @0.50%62.17' - 30" ADS N-12 @0.50%76.71' - 30" ADS N-12 @0.50%62.40' - 30" ADS N-12 @0.50%76.91' - 30" ADS N-12 @0.50%62.71' - 30" ADS N-12 @0.50%77.39' - 24" ADS N-12 @0.50%62.53' - 18" ADS N-12 @0.50%76.94' - 18" ADS N-12 @0.50%86.26' - 15" ADS N-12 @0.50%2328 29 30 31 32 33 34 35 36 37 38 39 4010+00.00 = MH1INV OUT = 667.16INV IN = 667.36INV IN = 667.6611+17.87 = DI-7 - TYPE IIIINV OUT = 667.95INV IN = 668.1511+86.79 = DI-7 - TYPE IIIINV OUT = 668.50INV IN = 668.7012+55.60 = DI-7 - TYPE IIIINV OUT = 669.04INV IN = 669.5413+17.91 = DI-7 - TYPE IIIINV OUT = 669.85INV IN = 670.0513+80.08 = DI-7 - TYPE IIIINV OUT = 670.36INV IN = 670.5614+56.79 = DI-7 - TYPE IIIINV OUT = 670.95INV IN = 671.1515+19.19 = DI-7 - TYPE IIIINV OUT = 671.46INV IN = 671.6615+96.11 = DI-7 TYPE IIIINV OUT = 672.04INV IN = 672.2416+58.81 = DI-7 - TYPE IIIINV OUT = 672.56INV IN = 673.0617+36.21 = DI-7 - TYPE IIIINV OUT = 673.44INV IN = 673.9417+98.74 = DI-7 - TYPE IIIINV OUT = 674.26INV IN = 674.4618+75.68 = DI-7 - TYPE IIIINV OUT = 674.84INV IN = 675.0919+61.94 = DI-7 - TYPE IIIINV OUT = 675.52TOP = 683.79TOP = 679.00TOP = 679.00TOP = 679.00TOP = 679.00TOP = 679.00TOP = 679.00TOP = 679.00TOP = 679.00TOP = 679.00TOP = 679.00TOP = 679.00TOP = 679.00TOP = 679.008" W/LX-ING8" W/LX-ING18"MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGLHGL655655660665670675680685690695655660665670675680685690695132.69' - 36" ADS N-12 @2.73%204.20' - 30" ADS N-12 @2.84%224.00' - 30" ADS N-12 @1.00%224.00' - 24" ADS N-12 @0.50%224.00' - 18" ADS N-12 @0.50%2223 242526270+00.00 = EW-1 (30)INV OUT = 663.541+32.69 = MH1INV OUT = 667.16INV IN = 667.66INV IN = 667.363+36.89 = MH1INV OUT = 673.46INV IN = 673.665+60.89 = MH1INV OUT = 675.90INV IN = 676.407+84.89 = MH1INV OUT = 677.52INV IN = 678.0210+08.89 = MH1INV OUT = 679.14TOP = 667.04TOP = 683.79TOP = 683.79TOP = 683.79TOP = 683.79TOP = 683.7912" W/LX-ING6" GASX-ING6" ELEC.X-ING8" SANX-INGRD115RD101RD102RD114RD113RD111RD110RD109RD107RD106RD105RD103RD108RD104RD112RD116EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGL9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVH: 1" = 50'V: 1" = 5'TRADEPORT 8121-14SP#24-2207/26/2022
9+009+5010+0010+5011+0011+5012+0012+5013+00665670675680685690695665670675680685690695223.98' - 18" ADS N-12 @0.50%485010+00.00 = MH-1INV OUT = 674.02INV IN = 674.52INV IN = 674.2212+23.98 = MH-1INV OUT = 675.64TOP = 680.83TOP = 680.839+5010+0010+5011+0011+5012+0012+5013+00665670675680685690665670675680685690115.01' - 18" ADS N-12 @0.50%120.08' - 15" ADS N-12 @0.50%47515210+00.00 = DI-1INV OUT = 671.75INV IN = 672.75INV IN = 672.2511+15.01 = DI-1INV OUT = 673.32INV IN = 673.5712+35.09 = DI-1INV OUT = 674.17TOP = 677.34TOP = 677.34TOP = 677.34EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGLEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGL8" W/LX-ING18"MIN.6" ELEC.X-ING9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50650655660665670675680685690695650655660665670675680685690695181.37' - 24" ADS N-12 @2.97%177.07' - 24" ADS N-12 @3.00%112.00' - 15" ADS N-12 @1.87%414243 4410+00.00 = ES-1 (30)INV OUT = 662.9711+81.37 = DI-1INV OUT = 668.36INV IN = 668.56INV IN = 669.1113+58.44 = MH-1INV OUT = 673.87INV IN = 674.62INV IN = 674.6214+70.44 = MH-1INV OUT = 676.71TOP = 664.00TOP = 677.34TOP = 680.83TOP = 680.8312" W/LX-ING18"MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGLHGL6" ELEC.X-ING9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00655660665670675680685690695655660665670675680685690695199.59' - 15" ADS N-12 @1.00%434510+00.00 = MH-1INV OUT = 673.87INV IN = 674.62INV IN = 674.6211+99.59 = MH-1INV OUT = 676.62TOP = 680.83TOP = 684.50EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGL9+00 9+50 10+00 10+50 11+00 11+50 12+00660665670675680685690660665670675680685690122.48' - 15" ADS N-12 @2.00%42 5310+00.00 = DI-1INV OUT = 668.36INV IN = 669.11INV IN = 668.5611+22.48 = DI-1INV OUT = 671.56TOP = 677.34TOP = 677.34EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGLRD127RD126RD125RD124RD123RD117RD118RD119RD120RD121RD122RD12066066567067568068569069566066567067568068569069587.91' - 30" ADS N-12 @0.50%176.80' - 24" ADS N-12 @1.00%280.00' - 24" ADS N-12 @0.50%46474849INV OUT = 671.31INV OUT = 671.75INV IN = 672.25INV IN = 672.75INV OUT = 674.02INV IN = 674.22INV IN = 674.52INV OUT = 675.62TOP = 671.98TOP = 677.34TOP = 680.83TOP = 684.58RD131RD130RD129RD128RD127RD13212" W/LX-ING18"MIN.HGLEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+0010+00.00 = ES-1 (30)10+87.91 = DI-112+64.71 = MH-115+44.71 = MH-110YR WSE=671.0710YR WSE=662.71151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVH: 1" = 50'V: 1" = 5'TRADEPORT 8121-14SP#24-2207/26/2022
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+0020+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00655660665670675680685690695655660665670675680685690695126.92' - 30" ADS N-12 @0.50%118.35' - 30" ADS N-12 @0.50%125.01' - 24" ADS N-12 @0.50%201.28' - 24" ADS N-12 @0.50%351.02' - 24" ADS N-12 @0.50%128.41' - 24" ADS N-12 @0.50%5455 5657585960INV OUT = 669.0011+26.92 = DI-1INV OUT = 669.63INV IN = 669.8312+45.27 = DI-1INV OUT = 670.43INV IN = 670.9313+70.28 = DI-1INV OUT = 671.55INV IN = 671.7515+71.57 = DI-1INV OUT = 672.76INV IN = 672.9619+22.59 = DI-1INV OUT = 674.71INV IN = 674.9120+51.00 = DI-1INV OUT = 675.56INV IN = 676.06TOP = 669.00TOP = 677.34TOP = 677.34TOP = 677.35TOP = 679.96TOP = 679.35TOP = 678.80EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGLHGL8" SAN FMX-INGCONC. CHECK DAMDRY SWALE LEVEL 1DRY SWALE LEVEL 1DRY SWALE LEVEL 1CONC. CHECK DAMCONC. CHECK DAM10+00.00 = ES-1 (30")665670675680685690695700705665670675680685690695700705178.86' - 18" ADS N-12 @0.50%378.40' - 18" ADS N-12 @0.50%202.71' - 15" ADS N-12 @1.00%6061626320+51.00 = DI-1INV OUT = 675.56INV IN = 676.0622+29.86 = DI-1INV OUT = 676.95INV IN = 677.1526+08.26 = DI-1INV OUT = 679.04INV IN = 679.2928+10.96 = DI-1INV OUT = 681.32TOP = 678.80TOP = 681.75TOP = 685.00TOP = 684.30EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LHGL8" SAN FMX-ING8" SANX-INGCONTINUATION LINESEE PROFILE BELOWCONTINUATION LINESEE PROFILE ABOVEDRY SWALE LEVEL 1DRY SWALE LEVEL 1DRY SWALE LEVEL 1CONC. CHECK DAM6" PERFORATEDADS N-12 PIPE6" SOLID ADSN-12 PIPE6" PERFORATEDADS N-12 PIPE6" SOLID ADSN-12 PIPE6" PERFORATEDADS N-12 PIPE6" SOLID ADSN-12 PIPE10YR WSE=671.07 CONCRETECRADLE8" W/L XING151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVH: 1" = 50'V: 1" = 5'TRADEPORT 8121-14SP#24-2207/26/2022
0+00 0+50 1+00 1+5067067568068569069567067568068569069573PROP.GRADEEX. GRADE7480' - 15" ADS N-12W.T. JOINTS@ 0.50%STR 73 - STR 7410' CLASS AIRIP-RAPH = 1 : 50V = 1 : 5TOP = 682.05TOP = 682.45C/L ACCESS RDEPEP0+00.00 = EW-1 (15)INV OUT = 679.800+80.00 = EW-1 (15)-INLETINV IN = 680.200+00 0+50 1+00670675680685690695670675680685690695STR 75 - STR 76H = 1 : 50V = 1 : 575 760+00.00 =INV OUT = 679.990+26.65 =INV IN = 680.2826.65' - 12" ADS N-12W.T. JOINTS @ 1.09%PROP.GRADEEX. GRADE10' CLASS AIRIP-RAP151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSTR 73-STR 74STR 75-STR 76H: 1" = 50'V: 1" = 5'TRADEPORT 81SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVTRADEPORT 8111/02/2018TTC/JMM642760WD21-14SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVNOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALENOT TO SCALEGRASS CHANNEL SECTION #4NOT TO SCALEGRASS CHANNEL SECTION #3NOT TO SCALEGRASS CHANNEL SECTION #2NOT TO SCALETRAPEZOID GRASS SWALEWITH NA GREEN P300LINING OR APPROVEDEQUAL8%3:13.0'2.00' PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 85.85 CFS -- 5.95 FPS10 YR STORM EVENT: 118.65 CFS 1.57' --CHANNEL SLOPE 2.0%TRAPEZOID GRASS SWALEWITH NA GREEN SC150LINING OR APPROVEDEQUAL3:13:13.0'2.0' PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 36.77 CFS -- 5.45 FPS10 YR STORM EVENT: 50.84 CFS 1.26' --CHANNEL SLOPE 2.0% PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 15.51 CFS -- 2.96 FPS10 YR STORM EVENT: 21.44 CFS 0.83' --CHANNEL SLOPE 2.0%GRASS CHANNEL SECTION #6TRAPEZOID GRASS SWALEWITH NA GREEN SC150LINING OR APPROVEDEQUAL4:13:12.0'2.0' PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 2.10 CFS -- 0.58 FPS10 YR STORM EVENT: 2.96 CFS 0.85' --CHANNEL SLOPE 1.04%GRASS CHANNEL SECTION #7TRAPEZOID GRASS SWALEWITH NA GREEN SC150LINING OR APPROVEDEQUAL4:13:12.0'2.0' PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 0.18 CFS -- 0.22 FPS10 YR STORM EVENT: 0.25 CFS 0.33' --CHANNEL SLOPE 1.09%GRASS CHANNEL SECTION #8TRAPEZOID GRASS SWALEWITH NA GREEN SC150LINING OR APPROVEDEQUAL4:13:12.0'2.0' PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 0.87 CFS -- 0.70 FPS10 YR STORM EVENT: 1.20 CFS 0.40' --CHANNEL SLOPE 5.55%DRY SWALE SECTION #9 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 0.87 CFS -- 0.47 FPS10 YR STORM EVENT: 1.21 CFS 0.41' --CHANNEL SLOPE 2.00%3:14:14%4%CONCRETE CHANNEL TYPICAL SECTION "16" PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 0.26 CFS -- 1.81 FPS10 YR STORM EVENT: 2.27 CFS 0.30' --CHANNEL SLOPE 0.78%2:12:11.5'0.5'3.5'TRAPEZOIDCONCRETECHANNEL (PG-5)NOTES:1. NORTH AMERICAN GREEN EROSION CONTROL MATERIALS DESIGN SOFTWARE WAS USED TO GENERATE COMPUTATION FOR CHANNELS WITH SPECIAL LINING.2. FHWA HYDRAULIC TOOLBOX 4.2 SOFTWARE USED TO GENERATE CHANNEL COMPUTATIONS.3. RIP-RAP SIZING BASED UP ON VDOT METHOD (FHWA HEC-11) PER VDOT FORM 7B-4.TRADEPORT 8111/02/2018TTC/JMM642760WDDRY SWALE SECTION #10DRY SWALE SECTION #11DRY SWALE SECTION #12DRY SWALE SECTION #141.50'1.0'1.0'1.0'1.0'4.0'1.0'5.0'4.0'GRAVELSTRIP3.0'PRETREATMENT5' GRASSFILTER STRIPTRAPEZOID SWALE GRASSCOVER WITH NA GREENSC150 LINING ORAPPROVED EQUALDRY SWALE LEVEL 1SEE DETAIL SHEET 381.0'21-14SP#24-22 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 1.32 CFS -- 0.57 FPS10 YR STORM EVENT: 1.83 CFS 0.49' --CHANNEL SLOPE 2.0%TRAPEZOID GRASS SWALEWITH NA GREEN SC150LINING OR APPROVEDEQUAL3:13:13.0'2.0'1.0' PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 2.01 CFS -- 0.78 FPS10 YR STORM EVENT: 2.79 CFS 0.68' --CHANNEL SLOPE 2.0% PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 2.95 CFS -- 1.17 FPS10 YR STORM EVENT: 4.10 CFS 0.68' --CHANNEL SLOPE 2.0%TRAPEZOID GRASS SWALEWITH NA GREEN SC150LINING OR APPROVEDEQUAL5:13:12.0'2.0'1.0'TRAPEZOID GRASS SWALEWITH NA GREEN SC150LINING OR APPROVEDEQUAL4:13:12.0'2.0'1.0'TRAPEZOID GRASS SWALEWITH NA GREEN SC150LINING OR APPROVEDEQUAL3:13:12.0'2.0'1.0'TRAPEZOID GRASS SWALEWITH NA GREEN SC150LINING OR APPROVEDEQUAL3:13:12.0'2.0'1.0'NOT TO SCALE PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 1.01 CFS -- 0.40 FPS10 YR STORM EVENT: 1.40 CFS 0.54' --CHANNEL SLOPE 1.00%3:15:14%4%DRY SWALE SECTION #134.0'1.0'5.0'4.0'GRAVELSTRIP3.0'PRETREATMENT5' GRASSFILTER STRIPTRAPEZOID SWALE GRASSCOVER WITH NA GREENSC150 LINING ORAPPROVED EQUALDRY SWALE LEVEL 1SEE DETAIL SHEET 381.0'NOT TO SCALE3:15:14%4%DRY SWALE SECTION #154.0'1.0'5.0'4.0'GRAVELSTRIP3.0'PRETREATMENT5' GRASSFILTER STRIPTRAPEZOID SWALE GRASSCOVER WITH NA GREENSC150 LINING ORAPPROVED EQUALDRY SWALE LEVEL 1SEE DETAIL SHEET 381.0' PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 1.75 CFS -- 0.53 FPS10 YR STORM EVENT: 2.43 CFS 0.53' --CHANNEL SLOPE 2.00% PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 1.62 CFS -- 0.72 FPS10 YR STORM EVENT: 2.24 CFS 0.62' --CHANNEL SLOPE 2.0%07/26/2022
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+0066066567067568068569069570070571066066567067568068569069570070571024" STM XING10+00 = CONNECT TO EX W/L13+25.28 = 10+00 W/L "B" = 57+20.61 W/L "B"12"x12" TEE, 3-12" G.V.4'MIN.18"MIN.TIE TOEXISTINGFULL PROFILE WATERLINE "A"66066567067568068569066066567067568068569010+00 = 47+65.45 W/L "B"14+71.23 = AIR RELEASE/VACUUM VALVE14+13.57 = 10+00 W/L "E"17+91.33 = 10+00 WL "G"12"x8" TEE, 1-8" G.V.19+89.92 = 12"x6" TEE,1-6" G.V., FH ASSEMBLY20+16.50 = 24+03.88 W/L "B"12"x12" TEE, 3-12" G.V.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L4'MIN.12" W/L DIP CL 5212" W/L DIP CL 5212"x12" TEE, 3-12" G.V.12"x8" TEE, 1-8" G.V.FULL PROFILE WATERLINE "C"9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+0012+37.54 = 10+00 W/L "D"12"x8" TEE, 1-8" G.V.15+18.57 = 10+00 W/L "F"12"x8" TEE 2-12" G.V., 1-8" G.V.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L6" GASX-INGCONTRACTOR TO FIELD VERIFY AS-BUILTCONDITIONS OF WATERLINE PRIOR TOSTART OF CONSTRUCTION4'MIN.4'MIN.COMPACT FILL PERFREDERICK WATERAND GEOTECHSTANDARDRESTRAINT JOINTS (TYP.)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVTRADEPORT 81H: 1" = 50'V: 1" = 5'21-14SP#24-22NOTE:1. ALL RESTRAINT JOINTS 20' MINIMUM INTO ORIGINAL GROUND07/26/2022
WATERLINE "B"WATERLINE "B"6656706756806856906957007057109+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+5010+00 = 57+20.61 W/L "B" = 13+25.85 W/L "A"12"x12" TEE, 3-12" G.V.14+95.10 = 10+00 W/L "I"12" W/L DIP CL 5218"MIN.17+03.94 = 45° BEND17+47.40 = 45° BEND20+04.84 = 12"X6" TEE, 1-12" G.V., 1-6" G.V., FH ASSEMBLY12" W/L DIP CL 52EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L30" STM XING12"x6" TEE, 2-12" G.V., 1-6" G.V.COMPACT FILL PERFREDERICK WATERAND GEOTECHSTANDARDRESTRAINT JOINTS (TYP.)4'MIN.4'MIN.16+76.10 = AIR RELEASE/VACUUM VALVE6" GASX-INGCONTINUATION LINESEE PROFILE BELOW21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+5024+03.88 = 20+16.50 W/L "C"12"X12" TEE, 3-12" G.V. 30+54.22 = 45° BEND31+21.91 = 45° BEND34+53.50 = 12"X6" TEE, 1-6" G.V. FH ASSEMBLYRESTRAINT JOINTS (TYP.)12" W/L DIP CL 5212" W/L DIP CL 52EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LCOMPACT FILL PERFREDERICK WATERAND GEOTECHSTANDARD6" ELEC.X-ING6" ELEC.X-ING18"MIN.30" STM XING30" STM XING30" STM XING18"MIN.4'MIN.32+29.13 = AIR RELEASE/VACUUM VALVECONTINUATION LINESEE PROFILE ABOVECONTINUATION LINESEE SHEET 53A65065566066567067568068569066567067568068569069570070571065065566066567067568068569028+68.95 = 12"X6" TEE, 1-12" G.V.,1-6" G.V.,FH ASSEMBLY151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVTRADEPORT 81H: 1" = 50'V: 1" = 5'21-14SP#24-22NOTE:1. ALL RESTRAINT JOINTS 20' MINIMUM INTOORIGINAL GROUND07/26/2022
WATERLINE "B"WATERLINE "B"34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+5035+71.40 = 10+00 W/L "J"40+50.78 = 45° BEND41+07.02= 45° BEND40+42.74 = 12"X6" TEE, 1-12" G.V., 1-6" G.V. FH ASSEMBLY45+54.81 = 12"X6" TEE, 2-12" G.V.,1-6" G.V. FH ASSEMBLY12" W/L DIP CL 5212" W/L DIP CL 52EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L4'MIN.12"X8" TEE,2-12" G.V.,1-8" G.V. 24" STM XING4'MIN.4'MIN.44+07.45 = AIR RELEASE/VACUUM VALVE4'MIN.CONTINUATION LINESEE SHEET 5334+53.50 = 12"X6" TEE, 1-6" G.V. FH ASSEMBLYCONTINUATION LINESEE PROFILE BELOW66567067568068569069570070571071524" STM XING47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+0047+65.45 = 10+00 W/L "C"49+98.44 = 12"X6" TEE, 1-12" G.V.,1-6" G.V., FH ASSEMBLY12"X12" TEE, 3- 12" G.V. 54+28.96 = 45° BEND54+62.48 = 45° BEND57+20.61 = 10+00 W/L "B" = 13+25.85 W/L "A" 12"x12" TEE, 3-12" G.V.12" W/L DIP CL 52EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L4'MIN.8" SAN.X-ING56+17.53 = 10+00 W/L "H"12"x6" TEE, 1-6" G.V.18"MIN.53+33.46 = AIR RELEASE/VACUUM VALVE65566066567067568068569069565566066567067568068569069566567067568068569069570070571071546+50CONTINUATION LINESEE PROFILE ABOVE43+98.50 = 10+00 W/L "K" 12"x8" TEE, 2-12" G.V., 1-8" G.V.SAN. FMX-INGSAN. FMX-ING18"MIN.18"MIN.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVTRADEPORT 81H: 1" = 50'V: 1" = 5'21-14SP#24-2207/26/2022
FULL PROFILE WATERLINE "D"9+50 10+00 10+50 11+00 11+50 12+0066066567067568068569066066567067568068569010+00 = 12+37.54 W/L "C" 11+11.44 = 45° BEND11+49.44 = 8"X6" REDUCER, 1-6" G.V.. FH ASSEMBLY12"x8" TEE, 2-12" G.V., 1-8" G.V.665670675680685690665670675680685690FULL PROFILE WATERLINE "E"10+00 = 14+13.57 W/L "C" 12"x8" TEE, 1-8" G.V.11+22.91 = 8"X6" REDUCER, 1-6" G.V.. FH ASSEMBLY9+50 10+00 10+50 11+00 11+50 12+00660665670675680685690695660665670675680685690695FULL PROFILE WATERLINE "F"9+50 10+00 10+50 11+00 11+50 12+00 12+5010+00 = 15+ 18.57 W/L "C" 12"x8" TEE, 2-12" G.V., 1-8" G.V.11+65.46 = 1-8" G.V.11+25.50 = 8"X6" TEE, 2-8" G.V., 1-6" G.V.. FH ASSEMBLYBLDG FACEFFE = 685.0'24" STM XING660665670675680685660665670675680685FULL PROFILE WATERLINE "G"10+00 = 17+91.33 W/L "C" 12"x8" TEE, 1-8" G.V.30" STM XING9+50 10+00 10+50 11+00 11+50 12+0011+11.44 = 45° BEND11+49.44 = 8"X6" REDUCER, 1-6" G.V.. FH ASSEMBLY670675680685690695700705670675680685690695700705FULL PROFILE WATERLINE "H"10+00 = 56+17.53 W/L "B"12"x6" TEE, G.V., 1-6" G.V.10+31.30 = 45° BEND, 1-6" G.V.10+49.33 = FH ASSEMBLY9+50 10+00 10+50 11+00670675680685690695670675680685690695 10+00 = 14+95.10 W/L "B"12"x6" TEE, 1-12" G.V., 1-6" G.V.10+31.30 = 45° BEND, 1-6" G.V.10+49.33 = FH ASSEMBLY9+50 10+00 10+50 11+00FULL PROFILE WATERLINE "I"660665670675680685660665670675680685FULL PROFILE WATERLINE "J"9+50 10+00 10+50 11+00 11+5030" STM XING10+00 = 35+71.40 W/L "B" 12"x8" TEE, 2-12" G.V., 1-8" G.V.10+81.83 = 1-8" G.V.110+43.70 = 8"X6" TEE, 1-6" G.V.. FH ASSEMBLYBLDG FACEFFE = 690.50'69069069569570070024" STM XING10+60.60 = 45° VERT. BEND10+49.81 = 45° VERT. BEND10+39.67 = 45° VERT. BEND18"MIN.18"MIN.18"MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LSAN FMX-ING18"MIN.10+ = 12+40 45° VERT. BEND675680685690675680685690FULL PROFILE WATERLINE "K"9+50 10+00 10+50 11+0010+00 = 43+98.50 W/L "B" 12"x8" TEE, 2-12" G.V., 1-8" G.V.8" W/L DIP CL 528" W/L DIP CL 528" W/L DIP CL 528" W/L DIP CL 528" W/L DIP CL 528" W/L DIP CL 526" W/L DIPCL 526" W/L DIPCL 5210+60.00 = 8" STUB, 8" END CAPEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L66567066066524" STM XING CONCRETECRADLEEND OF FREDERICKWATER EASEMENT(1' OFF BLDG FACE)FREDERICK WATER OWNERSHIPPRIVATE OWNERSHIPFREDERICK WATER OWNERSHIPPRIVATE OWNERSHIP18"MIN.END OF FREDERICKWATER EASEMENT(1' OFF BLDG FACE)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVTRADEPORT 81H: 1" = 50'V: 1" = 5'21-14SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A54SITE DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDTRADEPORT 812" LOCALIZEDDEPRESSIONSEE DITCH SECTIONSON SHEET 512. EXPANSION JOINT FILLER SHALL BE1/2" BITUMINOUS TYPE PREFORMEDEXPANSION JOINT FILLER, ASTM D-17511. UNLESS OTHERWISE NOTED,CONCRETE SHALL BE CLASS A3NOTES:PROVIDE EROSIONPROTECTION PER PLANCONCRETE SCUPPERN.T.S.VARIESEXTEND TO END OFFILL SLOPE.MOUND TOP OF CONCRETE FILL6" DIA. SCHEDULE 40STEEL PIPE FILLED WITHCONCRETE ANDPAINTED YELLOW18' DIA. CONCRETEENCASEMENTBOLLARD DETAILN.T.S.10/28/14VER 13'7'6"4'PLAN VIEW9"12"2'6"6'12'-0"SLOPE 1% MIN.DUMPSTERCONCRETE PAD12'-0"BOARD ON BOARD ENCLOSURE2. FINISHED SIDE OF FENCE SHALL FACEADJOINING PROPERTY, IF APPLICABLE.1. PRESERVATIVE STAIN ON ALL WOOD.COLOR TO MATCH THAT OF BLDG.NOTES:3.5"1.25"3.5"1 3/4"4"X4"X8' POSTS2"X4"X4' BEAMS, TOE NAIL TO POSTCOMPACTED GRAVEL4'-0"1"X4"X4'-8" SLATS, 2-FINISH NAIL ATTOP AND BOTTOM6"3"3'-0"6'-0"4"8"5'-8"8"HOLE FOR GATE LATCH(TYP)DUMPSTER ENCLOSURE DETAILNOT TO SCALE1/2"x 6" PRESSURECCA TREATED LUMBERFENCING (NAIL TO STUDS)4"x4"x6'-9" PRESSURECCA TREATED LUMBERSTUD (TYPICAL)COMPACT SUBGRADE TO 95%MAX. DENSITY AT THEOPTIMUM MOISTURE CONTENT±20% PER AASHTO T-996" VDOT CL. A-3 REINF. CONC.W/6x6-W 1.4x1.4 WWF ON6" BANK RUN GRAVEL (21 OR21A TYPE 1 MAT.)4'-0" LONG#4 BARW/90° BEND@ CENTER6x6-W 1.4x1.4WWF-CENTEREDDUMPSTER FENCE DETAILNOT TO SCALEEL.=AS SHOWN ON PLANSEL.=VARIES1'DUMPSTER PAD/AT GRADE ACCESS RAMPRETAINING WALL SECTION VIEWNTSAT GRADE ACCESSRAMP AREALOADING DOCKAREAWALL & FOOTINGDESIGN BY OTHERSBOLLARDS TO BE LOCATEDON EITHER SIDE OFDUMPSTER PAD RETAININGWALL. SEE ARCH. PLANSFOR DETAILSHAND RAIL (TYP.)EL.=VARIES2% SLOPE5.5'x5.5' CONCRETE PAD(SIDEWALK DETAIL)DOOR PAD GRADING DETAILN.T.S.FACE OF BUILDING,ACCESS DOORCONCRETE SIDEWALKN.T.S.11/11/15VER 1-2%4" 4000 PSI VDOT A3 CONCRETE4" SUBBASE (21-A STONE)WIDTH VARIESSEE SITE PLANCOMPACTEDSUBGRADE(COMPACTED TO 95%DENSITY AT OPTIMUMMOISTURE CONTENTVDOT VTM-1 METHOD)6x6 WWMW2.9/2.9CG-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-CCG-6T - 12" TRUCK CURB & GUTTERN.T.S.6"2"R12"8"MATCHADJ. CONC.DEPTHCONCRETEGUTTERNOTES: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 PRECAST2'-0"1":1'CG-6TR - 12" REV. TRUCK CURB & GUTTERN.T.S.6"2"R12"8"MATCHADJ. CONC.DEPTHCONCRETEGUTTERNOTES: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 PRECAST2'-0"1":1'21-14SP#24-22ASPHALT TRAILN.T.S.11/11/15VER 1-2%4" SUBBASE(21-A STONE)WIDTH VARIESSEE SITE PLANCOMPACTED SUBGRADE (COMPACTED TO 95%DENSITY AT OPTIMUM MOISTURE CONTENTVDOT VTM-1 METHOD)2'2" SM9.5ASURFACE COARSE2'8' 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 STOPNOTE: THIS IS A TYPICAL DETAIL.DUMPSTER SELECTED BY TENANT MAYDIFFER IN SIZE OR DIMENSIONS.DUMPSTER AND ENCLOSURE TO COMPLYWITH ZONING ORDINANCE §165-204.11(D)07/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A55SITE DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDTRADEPORT 8121-14SP#24-22NOTES:1. CONTRACTOR SHALL CONFIRM LOCATION OF TRACTOR TRAILER CONCRETE DOLLY PADS WITH THEOWNER/DEVELOPER PRIOR TO CONSTRUCTION TO ENSURE LOCATION IS ACCEPTABLE.07/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A56VDOT DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDTRADEPORT 8121-14SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A57VDOT DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDTRADEPORT 8121-14SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A58FREDERICK WATER DETAILSTRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDL = restrained length of pipe (PVC or DIP)HORIZONTAL BEND 45°, 22 1/2°, 11 1/4° D 6" 8" 12" 16" 18" 20" 24" L (ft) 20 20 20 20 20 20 20 L TEE, CROSS, WYEany joint that falls within the specified length ofeach branch of the fitting shall be restrained.In addition to restraining each joint of the fitting, D = pipe diameterLLLL-2- TEE, CROSS, WYE AND HORIZONTAL BENDRESTRAINED JOINTS FOR D 6" 8" 12" 16" 18" 20" 24" L (ft) 60 60 100 120 120 140 160DDDL = restrained length of pipe (PVC or DIP)D = pipe diameterFEB 09Both joints of the fitting shall be restrained. In addition, all joints withinthe specified length on the large side of the reducer shall be restrained. REDUCERL L (ft) 60 60 100 120 120 140 160 D 6" 8" 12" 16" 18" 20" 24" Lfalls within the specified length shall be restrained.In addition to restraining the connection, any joint that VALVE, DEAD ENDL 8" 12" 16" 18" 20" 24" 8" -- 60 80 100 120 140 D1 12" -- -- 60 80 100 120 16" -- -- -- 40 60 100 18" -- -- -- -- 40 80 20" -- -- -- -- -- 60 -3- GATE VALVE AND DEAD ENDRESTRAINED JOINTS FOR REDUCER, 6" 40 60 100 120 120 140 D2D1LDL = restrained length ofD = pipe diameterpipe (PVC or DIP)L (ft)D2L = restrained length ofD = pipe diameterpipe (PVC or DIP)FEB 09LuLdLu = up bend restrained lengthof pipe (PVC or DIP)up benddepthdepth 4 ft. min.down bend Ld = down bend restrained length of pipe (PVC or DIP)finished gradeLuLd-4- VERTICAL OFFSETRESTRAINED JOINTS FOR 45° Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 Each side of any vertical offsetbend shall be restrained. Inaddition, any joint that falls withinthe specified length on each sideof the fitting shall be restrained. D 6" 8" & 12" 16", 18" & 20" 24" 22 1/2° Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24" 11 1/4° Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24"DD = pipe diameterFEB 0948" min.6" stonevalve restrained to main6", 8" and 12" 16", 18", 20" and 24"screw type adjustablevalve box8"x 8"x 16"solid block60" min.over-excavation18" to 24"concrete pad 18" dia. x 6" deepfinished gradeconcrete pad 18" dia. x 6" deepfinished gradeWaterForced Sewer24" min.screw type adjustable valve boxNote: valve shallbe spur geartype6" stone8"x 8"x 16"solid blockvalverestrainedto mainscrew typeadjustablevalve boxconcrete pad 18"dia. x 6" deep8"x 8"x 16" solid blockfor 12" valveNote: valve shallbe bevel geartypeGATE VALVEstonejointrestraintsstonevalve restrainedto main48" min.6" stonelocation marker-5- APR 09valve boxadaptorvalve boxadaptorvalve boxadaptor6"exterior of all sections tohave waterproof coating3/4" x 2" butyljoint sealant24" min. in undeveloped areassquare skid pad 6"thick aroundmanhole frame indeveloped areasfinishedgradefinishedgrade3/4" concrete anchorbolts (4 each)STANDARD MANHOLEadjustment rings(11" max.)steel reinforcedpolypropylene steps24" min.clear opening6. There shall be a 0.20 foot drop in elevation through the manhole.3/4 dia.6" stone1'-6"35" max.12" or 16" (typ.)6" stone4'-0"variable3'-0" min.4'-0" max.8"1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing.3. Final slope adjustment of manhole frame shall be by shims and non-shrink grout.4. Skid pad to be placed around manholes located in shoulders of roads.5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height.NOTES :5"pipe to manholeconnection to beby flexible sleevetop of bench to besame elevation as topof pipe1" nominal size butyljoint sealant to beapplied on lowerledge of jointtop of manhole at grade in pavement areasunless otherwise directed (top shall be set 24"min. above grade in undeveloped areas)invert channel to provide asmooth transition in to out,for all connectionsprecast invert orgrout bottom toform channeljoint gasket shall beeither o-ring or profileconcrete ASTMC-1504000 psi2'-0" max.-15- FEB 0918"3' minimumPL2'treated 2"x 4" withtop 6" painted green4" pipe at 2.00%minimum grade36" min.coverpropertylinesolvent weld cap8" x 4" gasketed bell wyespigot by gasketed bell 45° bendlocation marker5'stonegradefinished45°GRAVITY SEWER LATERALFOR MAIN WITH COVER 15 FT OR LESSgasketed pipe and fittingsAll pipe and fittings shall be SDR 35/26 .-22- FEB 0921-14SP#24-2207/26/2022
BUILDING #1PROP.WAREHOUSEFACILITY390,320 SFFFE = 685.00BUILDING #2PROP.WAREHOUSEFACILITY390,320 SFFFE = 690.50BUILDING #1PROP.WAREHOUSEFACILITY390,320 SFFFE = 685.00BUILDING #2PROP.WAREHOUSEFACILITY390,320 SFFFE = 690.50SEE NOTE 1 ONTHIS SHEET (TYP)SEE NOTE 1 ONTHIS SHEET (TYP)SEE NOTE 1 ONTHIS SHEET (TYP)SEE NOTE 1 ONTHIS SHEET (TYP)659658656660660662664666670672674676678668674676678664658660662664666666664666664662660660660659658656664656658660662664666666664666664662660659658656674675674675 672
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EEEEEEEEEGGGGGGGGGE E E EEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFMFMFMFMFMFMFMARVARVARVARVARVSSTT100' CATEGORY "C"ZONING DISTRICTBUFFERSCREENING BUFFER "A"ROVIDE 3 PLANTS EVERY20' PER PLANTINGSCHEDULESCREENING FENCEPER FREDERICK CO.STANDARDSSCREENING FENCEPER FREDERICK CO.STANDARDSSCREENING FENCEPER FREDERICK CO.STANDARDSPROVIDE 3 PLANTS EVERY10' PER PLANTINGSCHEDULE100' CATEGORY "C"ZONING DISTRICTBUFFERSCREENING FENCEPER FREDERICK CO.STANDARDSGRID MERIDIANVA NORTH ZONE NAD83PER GPS OBSERVATIONPROP 20' WIDEFREDERICKWATER ESM'T.EX. SAN. ESMT.PROP 20' WIDEFREDERICKWATER ESM'T.PROP 20' WIDEFREDERICKWATER ESM'T.PROP 20' WIDEFREDERICKWATER ESM'T.EX. SAN. ESMT.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1"=80'59LANDSCAPE PLANTRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDNOTES:1) FOR BMP PLANT LIST, PERIMETER SCREENING PLANT LIST AND PLANTING DETAILSSEE SHEET 6021-14SP#24-22PARKING LOT PLANT SCHEDULE16Red Sunset Maple Flowering Dogwood Acer rubrum 'Red Sunset' Cornus FloridaSYMBOL BOTANIC NAME COMMON NAME QUANTITY SIZE41Prunus yeodensisYoshino Cherry27392 Tree PlantingsPROPOSED TREE PLANTINGS272.5" cal, B&B2.5" cal, B&B2.5" cal, B&BCarolina SilverbellHalesia carolina982.5" cal, B&BRed OakQuercus rubra1112.5" cal, B&BWillow OakQuercus phellosZelkova serrataJapanese zelkova722.5" cal, B&B2.5" cal, B&BPROPOSED SHRUB PLANTINGS507 Shrub PlantingsPrunus laurocerasus 'Otto Luyken'Otto Luyken Dwarf Cherry Laurel251Ilex x meserveae 'Mesdob'China Boy Holly2563' ht3' ht07/26/2022
3 Bn5-Vd3-Vd2-Vd4-Co3-Ca2-Ca3-Ive1 BnTO BEMULCHED BIO AREA2-Ive151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A60LANDSCAPE PLAN DETAILS & NOTESTRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM642760WDNOTES:1) ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE).2) ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT.25% MINIMUM OPEN SPACE REQUIRED71.7 ACRES (SITE AREA) x 25% = 17.93 ACRES REQUIRED37.07 ACRES PROVIDED / 71.7 ACRES (SITE AREA) = 51% OPEN SPACE PROVIDEDGENERAL CONDITIONS - COUNTY CODE COMPLIANT LANDSCAPE PLANSCOPE OF WORKTHE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWNON THE PLANS AND SPECIFICATIONS.NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITHTHE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWINGAND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE.STANDARDSALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THEAMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEENINSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'SREPRESENTATIVE.NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.SUBSTITUTIONS: PRE-BIDIT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BY THELANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HERCONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWNDISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALLSUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.SUBSTITUTIONS: POST-BIDIT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOMEUNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE.CONTAINER - GROWN STOCK1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT. CONTAINER-GROWN TREES AREMEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELLDEVELOPED AND WELL DISTRIBUTED THROUGH OUT THE CONTAINER.2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION.3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK.4. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THISSECTION.5. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITHTHE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.6. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES ANDSHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOTSURVIVAL.INSPECTIONA. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OFGROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST.UTILITIES AND UNDERGROUND FEATURESTHE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TOLOCATE UTILITIES.TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTSIF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTSPRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARE TOBE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THELANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BERELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANTSELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE.WARRANTYTHE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIALACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL THATIS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDEREDDEAD WHEN THE MAIN LEADER HAS DIED BACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXTPLANTING PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISENEGOTIATED.STANDARDSA. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN GENERAL TOREPRESENTATIVE SPECIES.B. BALLED AND BURLAPPED (B&B)1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER.PARKING LOT PLANT SCHEDULE16Red Sunset Maple Flowering Dogwood Acer rubrum 'Red Sunset' Cornus FloridaSYMBOL BOTANIC NAME COMMON NAME QUANTITY SIZE41TOTAL LANDSCAPE TREES REQUIRED = 391, TOTAL TREES PROVIDED = 3921. INTERIOR LANDSCAPING:1 TREE PER 10 SPACES, 583 SPACES / 10 = 59 TREES REQUIRED 59 TREES PROVIDEDPrunus yeodensisYoshino Cherry27392 Tree PlantingsPROPOSED TREE PLANTINGSPARKING LOT LANDSCAPE CALCULATIONS272.5" cal, B&B2.5" cal, B&B2.5" cal, B&BBUFFER PLANT SCHEDULEABB BOTANIC NAME COMMON NAME QUANTITY SIZEThThuja occidentalis 'Emerald"Emerald Green Arborvitae99711 PlantsPROPOSED PLANTINGS4' Height1. BUFFER "A":PROVIDE A 25' WIDE LANDSCAPE BUFFER WITH 3 EVERGREEN PLANTS 4 FT. TALL PER 20 L.F.SEPARATION BUFFER LANDSCAPE CALCULATIONSOPEN SPACE CALCULATIONSClCupressocyparis x leylandiLeyland Cypress994' Height25' ACTIVE75' INACTIVE100'SOUTH SIDE OF SITE (1286' BUFFER)1286/20 = 64.3 USE 65 65x3 PLANTS PER 20 LF = 195 PLANTS REQUIRED 198 PLANTS PROVIDED1. 6' OPAQUE SCREENING FENCE PER FREDERICK CO.STDS. FRONTED BY 3 PLANTS PER 10L.F. PLANT SHALLBE 1/3 DECIDUOUS, 1/3 EVERGREENS, AND 1/3 SHRUBS.2. A 6' HIGH EARTHEN BERM MAY BE SUBSTITUTED BY THEAPPLICANT FOR THE OPAQUE SCREENING FENCE.CATEGORY "C" 100' FULL SCREEN ZONINGDISTRICT BUFFERnot to scaleBUFFER "A" EVERGREEN LANDSCAPE BUFFERnot to scale25'2. "CATEGORY "C" BUFFER:PROVIDE A 100' WIDE FULL SCREEN WITH A 75' WIDE INACTIVE PORTION AND 25' WIDE ACTIVEPORTION.SOUTHEAST CORNER OF SITE (1572' BUFFER)1572/10 = 157.2 USE 158 158x3 PLANTS PER 10 LF = 474 PLANTS REQUIRED 513 PLANTS PROVIDEDThThuja occidentalis 'Emerald"Emerald Green Arborvitae1716' HeightRed Sunset Maple Acer rubrum 'Red Sunset' Ar1712.5" cal, B&B36" cont.VdViburnum davidii David Viburnum 171BUFFER "A"CATEGORY "C" BUFFERCarolina SilverbellHalesia carolina982.5" cal, B&BRed OakQuercus rubra1112.5" cal, B&BWillow OakQuercus phellosRiver BirchBetula nigraBMP PLANT SCHEDULE 4ABB BOTANIC NAME COMMON NAME QUANTITY SIZEBn1024 Shrub PlantingsPROPOSED TREE PLANTINGS2" cal, B&B53" EARTHSAUCEREXISTING SUB-BASEBACKFILL WITH SOIL MIX OF 3/4EXISTING SOIL & 1/4 ORGANIC MATTERREMOVE BURLAP FROMTOP 1/2 OF ROOT BALLSET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADEREMOVE PROBLEM, DISEASED ORWEAK BRANCHES ONLY. LEAVEPLANT'S NATURAL FORM INTACT3" MULCH12"MIN6"MINSCREENING FENCEZelkova serrataJapanese zelkova722.5" cal, B&B2.5" cal, B&BButton BushCoCephalanthus occidentalis430" cont.Sweet PepperbushCaClethra ainifolia530" cont.Virginia SweetspireIveItea virginica30" cont.Arrowwood ViburnumViburnum dentatumVd30" cont.4 Tree PlantingsPROPOSED SHRUB PLANTINGSALL PLANTS ARE AVAILABLE AT AMERICAN NATIVE PLANTS, MD &COLESVILLE NURSERY, VA & WAYNESBORO NURSERY, VA21-14SP#24-222. FINISHED SIDE OF FENCE SHALL FACEADJOINING PROPERTY, IF APPLICABLE.1. PRESERVATIVE STAIN ON ALL WOOD.COLOR TO MATCH THAT OF BLDG.NOTES:3.5"1.25"3.5"1 3/4"4"X4"X8' POSTS2"X4"X4' BEAMS, TOE NAIL TO POSTCOMPACTED GRAVEL4'-0"1"X4"X4'-8" SLATS, 2-FINISH NAIL ATTOP AND BOTTOM6"3"3'-0"6'-0"8"6'-0"8"SCREENING FENCE DETAILNOT TO SCALE4"5'-8"PROPOSED SHRUB PLANTINGS507 Shrub PlantingsPrunus laurocerasus 'Otto Luyken'Otto Luyken Dwarf Cherry Laurel251Ilex x meserveae 'Mesdob'China Boy Holly2563' ht3' ht2. PERIMETER LANDSCAPING:1,508,475 SF OF IMPERVIOUS AREA1 TREE PER 2,000 SF OF IMPERVIOUS PAVEMENT UP TO 100,000 SF = 50 REQUIRED TREES 100,000 SF x (1 TREE / 2,000 SF) = 50 TREES PROVIDED1 TREE PER 5,000 SF OF IMPERVIOUS PAVEMENT OVER 100,000 SF = 282 REQUIRED TREES 1,408,475 SF x (1 TREE / 5,000 SF) = 282 TREES PROVIDEDTOTAL PERIMETER TREES REQUIRED = 332, TOTAL TREES PROVIDED = 332ArThVdThCl07/26/2022
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62.72.42.22.12.22.32.52.82.92.52.01.51.10.91.10.90.40.10.10.10.10.30.61.11.80.91.11.62.02.32.01.51.21.11.01.21.72.22.83.64.34.53.93.22.52.11.81.71.81.71.51.20.70.91.21.61.10.30.10.10.30.51.02.02.91.91.31.01.11.52.02.22.11.81.51.31.31.62.33.34.55.66.87.86.54.63.22.21.71.41.21.10.30.51.01.52.01.81.10.30.30.71.72.64.12.92.11.71.41.01.62.83.53.22.51.91.61.61.92.94.76.79.612.312.09.25.63.92.41.71.20.20.20.30.71.52.53.12.41.00.20.41.12.23.24.34.03.12.82.32.12.11.62.14.55.54.63.52.52.01.92.33.46.29.414.018.017.112.86.94.02.50.30.20.20.20.40.92.14.34.63.10.30.71.72.32.42.92.92.92.62.22.33.14.14.03.38.110.07.34.93.22.32.12.53.86.110.115.715.711.510.06.20.50.40.30.20.20.20.41.02.66.06.23.50.30.51.11.51.81.51.82.02.22.32.01.61.92.53.95.88.79.212.715.29.95.83.72.52.12.43.45.08.212.19.34.31.00.90.70.60.40.30.20.30.71.43.56.27.50.40.61.01.11.92.02.22.32.22.11.81.51.41.82.64.06.813.117.418.015.49.96.33.62.41.92.12.73.95.06.61.51.41.31.41.41.20.80.50.40.61.12.45.36.57.70.30.40.70.91.13.52.92.93.13.53.43.02.51.91.51.41.72.44.05.910.513.814.111.37.75.33.02.01.61.72.02.71.01.11.41.81.92.42.72.51.81.11.01.11.73.05.55.80.30.50.81.25.74.53.93.84.24.95.65.84.73.52.41.71.41.62.13.25.07.28.87.96.55.13.82.41.61.31.20.40.40.50.61.01.52.03.14.65.54.02.72.42.22.33.14.13.80.20.40.81.42.24.55.04.24.04.35.05.87.59.09.26.94.83.12.11.51.41.72.43.44.55.24.94.13.22.51.71.20.90.60.30.10.20.20.30.71.42.94.76.86.46.05.13.52.83.03.02.40.30.61.42.32.63.43.53.63.53.64.26.48.812.514.813.910.05.83.92.41.71.31.31.72.12.52.92.92.42.01.50.70.60.40.30.10.10.10.10.20.37.87.05.64.33.43.12.71.81.00.20.41.02.13.22.12.42.83.23.23.02.62.94.37.211.116.617.418.113.37.24.72.81.81.21.11.21.41.61.71.71.40.40.40.30.20.10.10.00.00.03.53.13.22.71.71.30.30.51.62.43.63.03.03.33.63.83.42.62.32.74.16.211.116.818.017.913.58.45.02.91.81.20.90.90.91.01.00.30.30.20.20.20.10.10.10.01.82.22.42.11.61.71.50.20.40.91.92.35.84.53.83.74.14.85.15.14.42.82.22.43.35.28.513.216.015.410.97.64.42.51.61.00.80.60.60.20.20.20.20.10.10.10.10.11.41.51.41.41.72.01.70.30.61.11.44.04.84.44.04.04.25.56.68.98.65.62.91.81.92.74.16.29.010.29.06.55.13.42.11.30.90.60.20.20.10.10.10.10.10.10.11.31.51.41.51.92.63.10.20.30.60.80.81.52.43.13.63.83.83.84.67.09.713.912.96.42.31.72.02.43.24.45.96.15.14.43.32.41.60.30.20.20.10.10.10.10.10.11.31.81.92.02.43.44.74.80.20.30.50.51.21.92.93.73.63.64.05.17.511.216.915.56.74.73.22.42.22.42.83.33.63.32.01.51.10.40.40.30.20.20.10.10.10.01.92.73.13.13.65.86.96.70.20.30.40.41.32.13.44.24.74.64.65.36.610.016.117.814.18.14.93.02.11.91.92.02.11.91.61.00.70.60.80.70.70.60.50.30.10.10.12.03.84.84.03.44.36.37.70.20.20.30.40.50.81.31.82.44.06.36.96.25.24.85.87.411.513.812.67.84.63.02.01.51.31.31.31.20.70.60.60.81.21.51.41.21.21.00.60.30.14.46.05.83.12.85.26.65.50.20.30.40.61.01.72.13.05.810.010.47.25.54.44.75.97.98.87.35.43.72.51.71.21.00.90.80.91.62.42.92.61.91.61.10.53.97.06.44.53.24.05.84.72.60.20.30.40.71.11.82.713.513.77.84.94.03.84.34.95.34.83.72.61.81.31.00.81.21.72.13.25.25.13.52.11.37.07.06.44.13.53.83.52.40.20.40.61.21.98.19.26.34.33.32.92.92.93.02.82.31.81.30.60.81.22.13.45.15.86.45.43.22.25.75.64.43.02.52.42.01.40.20.30.40.70.94.04.13.12.32.01.91.81.81.71.40.40.50.71.01.73.04.96.27.68.02.43.83.32.51.81.61.61.30.60.10.20.20.20.21.31.91.71.41.21.21.11.10.30.30.40.50.81.31.92.73.94.90.71.92.21.91.41.11.11.00.50.10.10.10.10.10.90.80.70.70.70.30.20.20.30.30.60.91.41.71.80.71.41.61.20.90.70.60.40.00.00.00.00.00.00.40.40.30.20.20.20.20.20.30.50.70.80.20.61.00.90.70.50.00.00.00.00.00.00.00.20.20.20.10.10.10.10.10.20.20.20.40.50.20.20.10.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.00.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01"=80'TRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM2760WD151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSITE LIGHTING PHOTOMETRIC PLAN646121-14SP#24-22TYPICAL 22.5' LIGHT POLE DETAILNOT TO SCALECONCRETE LIGHTPOLE BASE (DESIGNBY STRUCTURALENGINEER)FINISHED GRADE IS2.5' BELOW THE TOPOF THE BASE22.5'25' MAX. POLE HEIGHT (PER FREDERICK COUNTY CODE)CONCRETE LIGHTPOLE W/ BASELIGHT FIXTURE20'2.5'NOTES:1. ALL LIGHTS SHALL BE MOUNTED NO HIGHER THAN THE MAXIMUM HEIGHT OF25' AS MEASURED TO GROUND PER FREDERICK COUNTY ZONING ORDINANCE165-201.06.2. POLES ARE 22.5' MTG AND WALL PACKS ARE 20' MTG3. NIGHT SKY COMPLIANT FULL CUTOFF (O DEGREES) WALLPACKS AND FULLCUTOFF AREA FIXTURES ARE PROPOSED.Luminaire ScheduleSymbolQtyArrangementTotal WattsLabel6SINGLE919.2ALED2T150 SINGLE32SINGLE2457.6WPLED3T78143 @ 90 DEGREES6543.601ALED4T150 TRIPLE24 @ 90 DEGREES1246.4ALED4T150 QUAD22SINGLE7906.8ALED4T360 D101GROUP232.6ALED3T150 ALED4T150 DOUBLE 9032SINGLE4985.6WPLED4T150Calculation SummaryCalcTypeUnitsAvgMinIlluminanceFc3.140.0chris.hill@capitalelectricsupply.com07/26/2022
62LIGHTING DETAILSN/ATRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM2760WD151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV0504/08/20226421-14SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV63PROFFERSNOT TO SCALETRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM2760WDNote: Outdoor green space for employees will be provided for and shown within the remainingland bay in a future plan submission(s).6421-14SP#24-2207/26/2022
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV64PROFFERSNOT TO SCALETRADEPORT 81STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA11/02/2018TTC/JMM2760WD6421-14SP#24-2207/26/2022