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30-21 Site Plan1COVER SHEET N/AJAMES RIVER EQUIPMENT LOT 2SITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASP# 30-21VICINITY MAPSCALE: 1" = 1000'OWNERJAMES RIVER EQUIPMENT11047 LEADBETTER ROADASHLAND, VIRGINIA 23005804-798-6001DEVELOPERJAMES RIVER EQUIPMENT11047 LEADBETTER ROADASHLAND, VIRGINIA 23005804-798-6001JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIASEPT. 15, 2021MSS/JMM21-09193949JPlan RevisionsRev. No Rev. DateComment1 1/25/2022ADDRESSED AGENCY COMMENTS2 4/20/2022ADDRESSED AGENCY COMMENTS34/24/2022REVISED PER CLIENT COMMENTS4 7/11/2022 REVISED PER PLANNING/CLIENT COMMENTS52/15/2023ADDRESSED AGENCY COMMENTS62/27/2023REVISED PER CLIENT COMMENTS7 3/31/2023ADDRESSED AGENCY COMMENTS81/03/2024REVISED PER PLANNING COMMENTS91/29/2024REVISED PER PLANNING COMMENTSDATEAPPROVALZONING ADMINISTRATOR* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVGas:Washington GasP.O. Box 2400Winchester, VA 22604(540) 869-1111Water/Sewer: Frederick WaterP.O. Box 1877Winchester, VA. 22604(540) 868-1061Power:Shenandoah Valley Electric Coop3463 Valley PikeWinchester, VA 22602(540) 450-2051UTILITY NOTICE REQUIREDContractors shall notify all public utility operators who maintain underground utility linesin the area of proposed excavating or blasting at least two (2) working days, but not morethan ten (10) working days, prior to commencement of excavation or demolition. Namesand telephone 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 BYTHE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR ISRESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODEAND REGULATIONS.Phone:VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Sheet NumberSheet TitleRevsion No Revison Date1Cover Sheet901/29/20242General Notes and Legend901/29/20243Boundary and Existing Topo901/29/20244Proffer Statement101/25/20225E&S Phase I801/03/20246E&S Phase II801/03/20247E&S Narrative602/27/20238E&S Details 9Overall Site Layout801/03/202410Grading Plan801/03/202411Grading Plan703/31/202312Grading Plan62/27/202313SWM Plan602/27/202314SWM Details602/27/202315BMP Drainage Area Map602/27/202316BMP Details602/27/202317Storm Sewer Profiles & Computations62/27/202317AStorm Sewer Profiles and Computations602/27/202318Entrance & Site Distance Profiles and SiteDetails703/31/202319Landscape Plan801/03/2024 N/A2GENERAL NOTES AND LEGENDRev. No. Date901/29/2024JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIASEPT. 15, 2021MSS/JMM21-09193949J151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21LEGENDPROPOSED SAN. LAT. CLEANOUTPROPOSED CENTERLINEEXISTING SPOT ELEVATIONSTORM DRAIN STRUCTURE IDENTIFIERSANITARY MANHOLE IDENTIFIERPROPOSED SPOT ELEVATIONEXISTING CURB AND GUTTERPROPOSED EDGE OF PAVEMENTEXISTING EDGE OF PAVEMENTPROPOSED STORM SEWER WITH INLETEXISTING STORM SEWER WITH INLETPROPOSED TELEPHONE LINEEXISTING TELEPHONE LINETRANSITION TO REVERSE CURBPROPOSED CURB AND GUTTERPROPOSED ELECTRIC SERVICEEXISTING ELECTRIC SERVICEPROPOSED SANITARY SEWER WITH MANHOLEEXISTING SANITARY SEWER WITH MANHOLEPROPOSED GAS LINEEXISTING GAS LINEFENCELINEFLOW LINE PROPOSED WATERLINE W/ TEEPROPERTY LINEEXISTING TELEPHONE PEDESTALEXISTING WATERLINE W/ TEEEXISTING UTILITY POLE/GUIDE WIRESIGNSPROPOSED REDUCEREXISTING FIRE HYDRANT/VALVE/METERINDICATES THE NUMBER OF TYP. PARKING SPACESPARKING INDICATORHANDICAP PARKINGPROPOSED BUILDING ENTRANCEVEHICLES PER DAY COUNTPROPOSED FIRE HYDRANT/VALVE/METERLIGHT POLEEXISTING TREE LINEEXISTING EASEMENTPROPOSED EASEMENT EXISTING CENTERLINEEXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOURPROPOSED CONTOURPROJECT INFORMATIONParcel Identification No: 44-A-75DStreet Address: Yardmaster CourtProject Site Area: 19.42 AcresDisturbed Area: 10.65 AcresDisplay Area: 6.69 AcresSWM/WQ Area: 8.68 AcresCurrent Zoning: B3 (Industrial Transition)Current Use: VacantProposed Use: Equipment Display AreaPreviously Approved Plans: Rezoning Application (REZ) #02-05MDP #02-05Open Space Calculations:Required - 25% = 4.85 AcresProvided - 42.7% = 8.29 AcresOutdoor Lighting: None ProposedSigns: All signs shall conform to §165-201.06 of the zoning ordinance.Site Sign Allowance - one (1) freestanding monument sign, not to exceed 25 feet (FT) in height and 150 square feet (SF) in size.FIRE MARSHAL'S NOTEGENERAL PLAN AND CONSTRUCTION NOTESVDOT GENERAL NOTESFire lane markings and signage:Any "No Parking" signs and yellow painted curb locations will be installedby field inspection at the direction of the Fire Marshal's Office.FREDERICK WATER PROJECT INFORMATIONWATER AND SANITARY SEWER USAGEWATER DEMAND 0.0 GPDSANITARY SEWER DISCHARGE 0.0 GPDCalculation of demand/dischargeWATER DEMAND*Residnetial: 235 gpd per connection*Commercial: 75 gpd per 1,000 sf*Industrial: 25 gpd @ 10 persons per acreSEWER DISCHARGESewer discharge equals water demandGENERAL1. Greenway Engineering, Inc. (GE) has issued this plan set based on project criteria dictated by the client and municipal codes.This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval ANDthis plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/orconstruction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work.GE shall be held harmless from all costs, time delays and/or material changes incurred on any work that is preformed prior tothis plan set being approved and sealed.2. The approval of these plans in no way relieves the Developer, Contractor, Subcontractor, or any of their agents of any legalresponsibility which may be required by the code of Virginia or any County enacted local ordinance, nor does it guarantee theissuance of any required permits by the County, State, VDOT or any other governing Agency.3. An approved set of plans as well as all applicable permits and required documents must be available at the construction site atall times during construction. A representative of the Developer must be available at all times.4. GE and/or the Engineer shall not not be responsible for or have control over or charge of construction means, methods,techniques, sequences or procedures, nor for safety precautions and programs in connection with any work shown on theseplans. GE and/or the Engineer is not responsible for any Contractor's schedules or failure to carry out the work. GE and/or theEngineer is not responsible for acts of omissions by the Contractor, Subcontractor, or their agents, employees, or any otherperson performing portions of the work.5. Methods and materials used in the construction of the improvements herein shall conform to current County ConstructionStandards and Specifications and/or current VDOT Standards and Specifications. Should a conflict between designspecifications and these plans occur the most stringent requirement shall apply.6. The Developer and/or Contractor shall be responsible for constructing the site in accordance with the approved plans andconstruction documents and the scope of work shall conform with grades, depths, dimensions, ect. shown hereon.7. All known cemetery and/or gravesite locations have been identified on these plans. Any cemetery or gravesite shown on theseplans shall be marked and protected in accordance with state law. The developer or contractor shall be responsible formarking, installing protecting and maintaining protection of any known sites during construction and in the event that anyunknown gravesites is discovered during construction, the Owner and Engineer must be notified immediately and adequateprotection from construction shall be installed immediately.PERMITS AND INSPECTIONS1. The Developer or his agent shall be responsible for obtaining all required permits from the appropriate State and/or localagencies and to comply with their requirements and all applicable National, State and Local laws and shall be responsible forobtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp ofEngineers for any plan wetland disturbance as may be shown on these plans. They shall also be responsible the identificationand delineation of any wetlands that may be present on the construction site.2. Prior to the initiation of any land disturbing activities the Responsible Land Disturber, Developer, or the Contractor shall obtaina Land Disturbance Permit from the Frederick County Public Works Department and shall be responsible for filing a VirginiaStormwater Management Program (VSMP) registration statement for the construction site as required by law . They shall alsobe responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of theseplans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment ControlHandbook.3. Upon completion of all construction activities and permanent site stabilization, the Developer shall submit to Frederick CountyPublic Works Department a DEQ Notice of Termination form, a copy of the sites construction inspection log book, an engineercertified red-lined as-built of the approved plans with computations for all permanent stormwater management facilities, waterquality, and stormwater conveyance systems, a recorded copy of the required BMP Maintenance Agreement (if needed) , anyVSMP Permit maintenance fees (if required), and a written request to Frederick County Planning for bond release. TheDeveloper shall also schedule a Final on site inspection with Frederick County Public Works Department.4. The Contractor, Owner or Developer must obtain a VDOT Land Use Permit (Entrance) from the Office of the Resident Engineer,Virginia Department of Transportation (VDOT) and provide to Frederick County prior to any construction activities within existingState right-of-way.5. The Contractor, Owner or Developer shall be responsible for scheduling all required State and local inspections and for thesecuring of any third party inspection/testing service to insure construction compliance with these plans and specifications andshall keep and maintain a site inspection log book. It is Greenway Engineering's recommendation that a third partyinspection/testing service be employed to ensure that project is compliant and that materials installed meet the details andspecifications in these plans.6. Any retaining wall 2 ft. or greater in height shall designed by a Structural Engineer require the issuance of a separate buildingpermit.7. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the signand may require a separate building permit.UTILITIES1. The location of existing utilities shown in these plans are taken from existing available records and may not be representative ofexact locations. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilitiesas needed prior to construction. The contractor shall be responsible for the digging of all test holes that may be required,whether recommended or not by these plans, to determine the exact location and elevation of existing utilities. If any conflictsarising from this existing utility verification or if during the course of construction, any object of an unusual nature isencountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible orliable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements ifnot notified of any discrepancies between actual field conditions and the approved plan.2. The developer will be responsible for the relocation of any existing utilities which may be required as a result of his project. Anyrequired relocation of existing utilities should be completed prior to construction.3. The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans andadvise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible forhonoring these plans and the finished grades in the installation of their utility lines.4. All proposed utilities to be located underground.5. The Developer and/or Contractor shall notify operators who maintain underground utility lines in the area of proposedexcavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ofexcavation or demolition.6. The developer shall be responsible for notifying Frederick Water and all other appropriate utility companies prior to constructionof water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cutsheets, and connections to existing lines.7. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards andspecifications of Frederick Water.8. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided tothe Frederick County Public Works Department prior to issuance of grading and/or site development permits.9. The developer shall be responsible for any damage to the existing streets and/or utilities which may occur as a result ofconstruction within or contiguous to an existing right-of-way or utility.10. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon.Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upondeveloped structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignmentsbase on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changescaused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval atcontractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will beresponsible for any redesign as a result of structural shop drawing design.11. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility, structuralbase design, electrical design, photometrics and or other lighting information shown hereon is as specified by others and isincluded for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. GreenwayEngineering has not performed any lighting and/or dry utility design and does not warrant and is not responsible for the degreeand/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. Any changes to the lightingdesign, once the plan is approved, shall be approved by the County prior to installation.SITEWORK1. Refer to the Geotechnical Engineer Report for methods, materials and details for construction of all earthwork activities.2. All vegetation, root material, topsoil, and any other unsuitable material shall be removed from the construction limits of the sitebefore removal or placing of fill material. Earthwork clearing shall extend a minimum of 10' beyond all building and pavementlimits with an additional 1 foot of clearance for each foot of fill required.3. Controlled (Structural) fills shall be compacted to 95% of maximum dry density as determined by method "A" per standardproctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable (Non-structural fills 85% to 90%). Structural fills shall extend aminimum of 5' beyond the limits of all foundation elements at bearing elevation. Density shall be certified by a registeredprofessional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report hasbeen prepared, it should supersede the requirements in this note. No visual pumping, no rocks larger than 6-inches. Materialsclassified as OL, OH, MH or PT are not suitable for use as structural fill. All fill should be placed on stable subgrades. Fill shouldnot be placed on surfaces that are muddy or frozen, or have not been approved by testing and/or proof-rolling. All fill materialcompacted by heavy compaction equipment should be placed in maximum 10-inch loose lifts. All fill material compacted byhand-operated tampers or light compaction equipment should be placed in maximum 4-inch loose lifts. Fill placed on slopingground should be properly benched into residual soils such that a smooth interface will not be present. Fill material placedbelow and extending 10 feet beyond the foundations for the structure should be compacted to at least 98% of maximum drydensity as determined by the Standard Proctor Test Method (ASTM-D698).4. All fills greater than 2 feet shall require compaction testing.5. All fills with slopes steeper than 3:1 or more than 10 feet in height shall require a Slope Stability Analysis.6. All fill embankments being constructed against slopes of existing embankments or hillsides; or across existing embankments,hillsides, and depressions at a skew angle of 30 degrees or more or slopes are steeper than 4:1 shall be benched in a series ofhorizontal cuts beginning at the intersection with original ground and continuing at each vertical intersection with the previouscut. Material removed during benching shall be placed and compacted as embankment material. For existing slopes steeperthan 4:1 but less than 1 12:1, the bench shall be a minimum of 6 feet wide. For existing slopes steeper than 1 12:1 but less than12:1, the bench shall be a minimum of 4 feet wide.7. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary designonly. Final pavement design shall be based upon actual CBR values. The Contractor or Developer shall be responsible for fieldtests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOTand/or the Owner/Developer, which ever applicable, prior to installation. GE shall be held harmless from all costs, time delaysand/or material changes incurred on any work that is preformed prior to final pavement design approval.8. Concrete for pads and/or sidewalks shall be a minimum Class A3 or 3000 psi (with air) and shall be placed in accordance toACI practices or as otherwise specified per structural design. All concrete areas requiring a separate permit shall be designedby a registered professional structural engineer.9. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering publicstreets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary toinsure that public streets are maintained in a clean, mud and dust free condition at all times.10. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform TrafficControl Devices (MUTCD).11. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be heldwith the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) todetermine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrailand paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Railand Paved Ditch Specifications.12. Any changes to the approved Landscape Plan shall be approved approved by the County prior to installation.13. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6"diameter and conform to VDOT standard SB-1.14. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacleshall be provided at the construction site.15. All excavations shall be benched according to OSHA regulations to permit safe entry.PERMANENT STORMWATER MANAGEMENT EMBANKMENTS1. Satisfactory fill materials for use in constructing permanent stormwater management facility embankments shall includematerials classified in ASTM D-2487 as GC, GM, SC, SM, CL, or MI groups. Soils must contain a minimum of 20% plus No. 200sieve and be "Well Graded" material, with no stones greater than 6 inches, mixed with the clay. A minimum of three samplesshall be classified.2. All fill areas shall be "Keyed In" and compacted in horizontal layers not to exceed a maximum loose lift of 8 inches thick. All fillshall be compacted with a sheepsfoot, rubber-tired or vibratory roller to a density of 100% of maximum dry density with amoisture content within +/- 2% of optimum per Standard Procter Test (ASTM D698) or the Modified Proctor Test (ASTM D1557)as director by the geotechnical engineer. Compaction test shall be performed at one test per 5,000 square feet on each layer.3. Principal spillway must be installed concurrently with fill placement and not excavated into the embankment. All fills besidepipes or structures shall be placed in horizontal layers not to exceed 4 inches in depth and shall be compacted by handtampers. Fill material shall completely fill all spaces under and beside pipes. Equipment should not be driven within 4 feet of anystructure part during backfilling operation and shall never be driven over until compacted fill has been placed to a depthspecified by the structural live load capacity of the structure or pipe.4. Embankments shall be constructed with a relatively impervious core and cutoff trench. Core material shall be classified as GC,SC, or CL. The cutoff trench shall be excavated in impervious material a minimum of depth and width of 4 feet with side slopesno steeper than 1:1 and located at or upstream of the embankment centerline. The impervious core shall extend up to the10-year water surface elevation (see engineering design). The surface of the embankment shall be covered with a minimum 6inches of clean topsoil and stabilized with grass.5. Stormwater management facility earthen embankments shall not be greater than 25' in height measured from the downstreamtoe of slope to the top of the embankment with embankment slopes no steeper than 2:1and a combined minimum upstream anddownstream slope of 5:1. The minimum top width of the embankment shall be 8' for embankments 14' or less in height and shallbe level.6. Any groundwater seepage encountered during cutoff trench construction shall be drained by means of a foundation drain to theoutside/ downstream toe of the embankment slope. Foundation drains shall be downstream and outside of the limits of thecutoff trench. The constructed foundation drain section shall be an excavated 2' x 2' trench backfilled with hand compacted #57stone wrapped in geotextile fabric.7. A geotechnical or construction inspector should be on site during embankment construction.8. All embankment construction, compaction testing, and construction inspections shall be the responsibility of the site contractor.CONSTRUCTION STAKE-OUT/ ASBUILTS1. All stake-out to be performed by GE. If the contractor does not utilize GE for stake-out then the contractor assumes all liabilityfor accuracy of construction.2. All cutsheet and grades are to be reviewed by Engineer of Record prior to issuance for construction.3. Asbuilts of the SWM system is required to verify conformance with the approved plans. Please contact GE when installation iscomplete.4. All stormwater collection, stormwater management and water quality features must be inspected by Engineer of Record duringconstruction. As-built certification, required to terminate VSMP permit and bond release with the County upon the completion ofthe project, must be completed by GE.TOPOGRAPHY1. Topography shown on this plan has been conducted per the VA Administrative code 18VAC10-20-382 and the minimumstandards and procedures set forth in chapter 4 (§ 54.1-400 et seq.) of Title 54.1 of the Code of Virginia. This plan shows thedesign assumptions utilizing these accuracy standards. Inverts and other elevations shown hereon must be field verified by thecontractor prior to construction. If a discrepancy is found, the contractor shall cease work in that area and immediately notifyGreenway Engineering. Greenway Engineering shall be held harmless for any discrepancies or conflicts if not notifiedimmediately.2. Contractor shall confirm all existing tie-in points of this project prior to the start of construction. GE shall be notified of anydiscrepancies between actual field conditions and the approved plan prior to the start of construction.USECLASS* TRIP RATETRIP GENERATION DATAUNITSVPD* TAKEN FROM ITE TRIP GENERATION 9TH EDITIONPHASEAREA & AADT INFORMATIONPROFFERED MAXIMUMS84 LUMBER **JAMES RIVERPOWER CONCEPTSCURRENT TOTALSBUILDING AREASFVPDSFVPDSFVPDSFVPDSFVPDOFFICE120,000 1,322 2,600 29 2,000 22 7,050 7811,650 129SELF-SERVICE STORAGE140,000 35000000000BUILDING MATERIALS/LUMBER STORE25,000 1,290 3,160 16300003,160 163WHOLESALE150,000 1,010 48,690 328000048,690 328WAREHOUSE120,000 596 28,800 143 39,000 194 5,450 2773,250 364TOTAL555,000 4,568 83,250663/1,393**41,000 216 12,500 105136,750984/1,714**** THE INFORMATION SHOW IN THE ABOVE TABLE FOR 84 LUMBER WAS TAKEN FROM THE SUBMITTED SITEPLAN BY AVBEL ENGINEERING, DATED 8/12/05 AND SEALED 12/15/2005. A SUBSEQUENT TRIP GENERATIONCOMPARISON DOCUMENT, DATED OCTOBER 3, 2015 AND PREPARD BY VOLKEERT, INC, HAS BEEN PROVIDEDSHOWING THE TOTAL ADT FOR THE BUILDING MATERIALS & LUMBER STORE TO BE 1,393 TRIPSEQUIPMENT DISPLAY AREA -NO ADDITIONAL TRIPSPROPOSED WITH THIS PLANV1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department ofTransportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment ControlRegulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between theStandards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration(OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with thecurrent edition of VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted forapproval and land use permit issued prior to any execution of work within the VDOT right of way. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junctionboxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer tolocate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval ofthese plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemednecessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of thedeveloper. V6. If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by theengineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOTprior to initiation of work. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undeterminedlength of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOTmaintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance withSection 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected bythis project shall be maintained through construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches coverand when possible shall be installed under roadway drainage facilities at conflict points.V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during thecourse of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in thatvicinity until an adequate design can be determined by the engineer and approved by VDOT.V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior toplacement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representativeof the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified andlabeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with allapplicable VDOT standards and procedures.V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance withthe lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications.Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans asstorm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size ofeach material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipeinstallations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes.Additional testing may be required as directed by the Area Land Use Engineer or their representative.V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum designstandards and is the responsibility of the developer.V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by thedeveloper in accordance with the Manual On Uniform Traffic Control Devices.V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start ofconstruction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the localVDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured.V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will bedetermined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications andVTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted toVDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified andgiven the opportunity to be present during the construction and testing of the density control strip.V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications.Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compactiontechnician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specifieotherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction andtesting of the control strip.V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored belowthe bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings offoundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply withVDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, thefoundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT’sinstallation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.V24. Approval of these plans shall expire five (5) years from the date of the approval letter.V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposedfoundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of boreholelogs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box.Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock isencountered and cast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, orotherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall bedetermined by the engineer and approved by VDOT.FREDERICK WATER CONSTRUCTION NOTES1. Frederick Water’s Water and Sewer Standards and Specifications are available at www.frederickwater.com2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.3. The contractor shall schedule a pre-construction meeting with the Frederick County Water Inspector prior tocommencing installation of any water or sewer facilities. Contractor shall also arrange for inspection of said facilities by Frederick Water. Oil water separators and/or grease traps may be required by Frederick County Building Inspections. Both Frederick County Building Inspections and Frederick Water will inspect the installation ofthose facilities. Both inspections shall be scheduled by Contractor.4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.5. A new water (or forced sewer) main shall be connected to an existing main by a cut-in teewith accompanying valves. Frederick Water shall furnish all needed material and make the tap. a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water’s inspector.a. Adjust Frederick Water facilities to grade as required by the Frederick Water Inspector.7. Frederick Water’s maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor’s responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed:a. The meter box, with its frame and cover, must be properly aligned with the yoke bar.b. The frame and cover shall be set to final grade.c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches.d. All components of the meter box assembly shall be in proper working order.8. For services that connect to existing lines: a. Frederick Water shall furnish and install: i. all ⅝”x¾”, ¾”, 1”, 1½” and 2” water servicesii. all sewer services. b. The owner/developer shall:i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water’s engineering assistant.ii. submit an Application for Service and pay the required fees.9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013.10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required.11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building’s: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line’s water meter and backflow prevention device.12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ’s Certificate to Operate and a copy of the station’s DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released.April 19, 2022 CURVEC1C2R=164 7 6 . 2 2 ' INTE R S T A T E 8 1 TREATMENTPROP. 20' WIDESTM. SEW. ESMT.#2045END75' INACTIVE BUFFER25' ACTIVE BUFFERN 63°05'13" W 224.93'N 63°05'13" W 540.51'N 42°15'0 4 " E 7 5 0 . 1 8 'S 62°56'54" E 175.36'S 62°56'54" E 293.50'S 62°56'54" E 216.74'N 63°05'13" W 242.44'S 42°15'0 4 " W 1 8 4 6 . 3 6 ' S 42°15'0 4 " W 1 8 4 6 . 3 6 '35' BRL35' BRL35' BRL15' BRL15' BRL30' BRL 50' B R L 50' BR L EMMANUEL CHURCHUSE RESIDENTIALZONED RAHAGER BRANDY A & DALE BKIRACOFE DOUGLASZONED RAUSE RESIDENTIALUSE COMMERICALZONED M1PAYNE GARY L ETALSC1C2DEED BOOK 381 PG 225USE: RESIDENTIALZONED M1PAYNE O L & RUTH BUSE RESIDENTIALZONED M-H1DEED BOOK 381 PG 225PAYNE O L & RUTH B20.64 ACRES44-1-D44-1-D215.85 ACRES50' RIGHT-OF-WAY44-A-75PIERCE HARDY LIMITED PARTNERSHIP44-A-75BJRE WINCHESTER, LLC44-A-75ZONED: B37.01 ACRESJRE WINCHESTER, LLC44-A-75C4.75 ACRESJRE WINCHESTER, LLC44-A-75C4.75 ACRESA=190 3 . 4 1 ' R=164 7 6 . 2 2 'BENCH MARKREBAR WITH CAPELEV=642.71630 632634636 638 6306326346366386386346366346366 4 2 6 4 0 638636634632636640638 642640632 63 4 636 638 6 3 6636634 632 63050' RIGHT-OF-WAYUSE RESIDENTIALZONED RASOUTH END HOSE CO LCUSE RESIDENTIALZONED RA44-A-70DICKY JOHN S44-A-7244-A-7344-A-7344-1-DZONED B344-A-75FEVANLYNN LLCZONED B3PIERCE HARDY LIMITED PARTNERSHIPZONED M1N 63°05'13" W 640.91'N 74°37'25" E 524.70'N 60°41'27" E 40.60'S 62°56'54" E24.97'CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTHC1 260.59' 275.00' 54°17'39" N 89°54'17" E 250.95'C135' BRLN 53°59'22" W - 555.67'*N 14°20'45" W234.50'*JRE WINCHESTER, LLC44-A-75DZONED: B324.35 ACRESBLA INST. # 23001094915' BRL15' BRL15' BRL100' BRL SURVEY AND TOPOGRAPHIC INFORMATION2. Aerial, horizontal and vertical control surveys wereDated:3. Aerial topographic mapping performed by:1. Boundary survey was performed by:performed by:DateDated:GREENWAY ENGINEERING03/06/202309/13/2023GREENWAY ENGINEERINGGREENWAY ENGINEERING09/13/2023151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21BOUNDARY AND EXISTING TOPORev. No. Date901/29/2024JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1" = 80'3SEPT. 15, 2021MSS/JMM21-09193949J 4N/ASTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIASEPT. 15, 2021MSS/JMM21-0919151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21Rev. No. Date101/25/20223949JPROFFER STATEMENT 630632 630C1WETLANDSYARDMASTER COURTYARDMASTER COURTU.S. ROUTE 11 EXISTING JAMES RIVER EQUIPMENTSWMEXINSTALL SMARTFENCE 36OFF OF WETLANDS EDGEPROP. LIMITSOFDISTURBANCEAPPROX. LOC A T I O N E X . STOCKPILE T O B E GRADED AND SPREADOUT O N S I T ESEDIMENT TRAP #3DRAINAGE AREA2.94 ACRESPROP. LIMITS OFDISTURBANCEDISTURBED AREA2.17 ACRESTOPSOILSTOCKPILEWIRE BACKSILT FENCEWIRE BACKSILT FENCE624622620626620618616614612614PROP. LIMITSOFDISTURBANCESEDIMENT TRAP #4DRAINAGE AREA2.54 ACRESSTORMWATERCONVEYANCECHANNELWIRE BACKSILT FENCEWIRE BACKSILT FENCETO BE REMOVEDTO REMAIN4.9 ACRESCONSERVATION AREANOTE:NO CLEARING, GRADING OR HEAVY EQUIPMENTACCESS IS ALLOWED WITHIN THE CONSERVEDOPEN SPACE AREA.WIRE BACKSILT FENCE151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21E&S PHASE IRev. No. Date801/03/2024JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1" = 50'5SEPT. 15, 2021MSS/JMM21-09193949JStormwater Conveyance Channel DesignChannel Type: Trapezoidal, Equal Side SlopesDimensions: Left Side Slope 3.00:1 Right Side Slope 3.00:1 Base Dimension: 4.00Wetted Perimeter: 9.28Area of Wetted Cross Section: 5.42Channel Slope: 1.3400Manning's n of Channel: 0.0245Discharge: 26.63 cfs (10yr - Maximum)Depth of Flow: 0.83 feetVelocity: 4.91 fpsChannel Lining: Grass (Bermudagrass, Tall Fescus, Kentucky Bluegrass)Freeboard: 0.50 feetSTORMWATER CONVEYANCECHANNELTRAPEZOIDAL WATERWAY CROSSSECTION4'd=0.83'MIN.D=1.5'31 630632 630YARDMASTER COURTYARDMASTER COURTU.S. ROUTE 11 EXISTING JAMES RIVER EQUIPMENTDISTURBANCE1020INV0945INV233INV0550INV1055TOP10551051501501055TOP1055TOP1055TOP1055TOP1055TOP624622620626608610608606 616618628 626616618 622 624 620 626616618622624620626 616 618 622 624 620 6226246266286306186146121481481150TOP0943TOP0848TOP610610 610 612 614612 614608610612608610610608610612 61014713514514514514526.0'26. 0 '270153148212220213170INV21216027324224228062 8 6 2 8037040 2201706161120INV1200INV220210155150120INV1760INV1726INV620620618 618 21018060460410+0011+0012+006246226206266206186166146126144.9 ACRESCONSERVATION AREANOTE:NO CLEARING, GRADING OR HEAVY EQUIPMENTACCESS IS ALLOWED WITHIN THE CONSERVEDOPEN SPACE AREA.CATEGORY "C"ZONING BUFFER25' ACTIVE75' INACTIVEPOND-1INSTALL SMARTFENCE 36OFF OF WETLANDS EDGEPROP. LIMITSOFDISTURBANCEWIRE BACKSILT FENCEPROP. LIMITSOFDISTURBANCEC-1C-2C-4C-3YARDMASTER COURTEXISTING JAMES RIVER EQUIPMENTTO GRASS CHANNEL-CWQ DA=1.53 AC.C=0.82TOTAL DA=2.29 AC.GRASS CHANNEL - A GRASS CHANNEL - ATO GRASS CHANNEL-BWQ DA=3.55 AC.C=0.80TO GRASS CHANNEL-DWQ DA=0.67 AC.C=0.82TOTAL DA= 2.60 AC.GRASS CHANNEL-B TO GRASS CHANNEL-AWQ DA=0.22 AC.C=0.82GRASS CHANNEL-C GRASS CHANNEL-DWIRE BACKSILT FENCE10' ASPHALTTRAIL151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21E&S PHASE IIRev. No. Date801/03/2024JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1" = 50'6SEPT. 15, 2021MSS/JMM21-09193949J 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21MINIMUM CONSTRUCTION STANDARDSAn erosion and sediment control program adopted with this plan must be consistent withthe VSECH for 9VAC25-840-40 minimum standards:1. Permanent or temporary soil stabilization shall be applied to denuded areas withinseven days after final grade is reached on any portion of the site. Temporary soilstabilization shall be applied within seven days to denuded areas that may not be atfinal grade but will remain dormant for longer than 14 days. Permanent stabilizationshall be applied to areas that are to be left dormant for more than one year.2. During construction of the project, soil stock piles and borrow areas shall be stabilizedor protected with sediment trapping measures. The applicant is responsible for thetemporary protection and permanent stabilization of all soil stockpiles on site as wellas borrow areas and soil intentionally transported from the project site.3. A permanent vegetative cover shall be established on denuded areas not otherwisepermanently stabilized. Permanent vegetation shall not be considered establisheduntil a ground cover is achieved that is uniform, mature enough to survive and willinhibit erosion.4. Sediment basins and traps, perimeter dikes, sediment barriers and other measuresintended to trap sediment shall be constructed as a first step in any land-disturbingactivity and shall be made functional before upslope land disturbance takes place.5. Stabilization measures shall be applied to earthen structures such as dams, dikesand diversions immediately after installation.6. Sediment traps and sediment basins shall be designed and constructed based uponthe total drainage area to be served by the trap or basin.a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acreof drainage area and the trap shall only control drainage areas less than three acres.b. Surface runoff from disturbed areas that is comprised of flow from drainage areasgreater than or equal to three acres shall be controlled by a sediment basin. Theminimum storage capacity of a sediment basin shall be 134 cubic yards per acre ofdrainage area. The outfall system shall, at a minimum, maintain the structural integrityof the basin during a 100-year storm of 24-hour duration. Runoff coefficients used inrunoff calculations shall correspond to a bare earth condition or those conditionsexpected to exist while the sediment basin is utilized.7. Cut and fill slopes shall be designed and constructed in a manner that will minimizeerosion. Slopes that are found to be eroding excessively within one year ofpermanent stabilization shall be provided with additional slope stabilizing measuresuntil the problem is corrected.8. Concentrated runoff shall not flow down cut or fill slopes unless contained within anadequate temporary or permanent channel, flume or slope drain structure.9. Whenever water seeps from a slope face, adequate drainage or other protection shallbe provided.10. All storm sewer inlets that are made operable during construction shall be protectedso that sediment-laden water cannot enter the conveyance system without first beingfiltered or otherwise treated to remove sediment.11. Before newly constructed stormwater conveyance channels or pipes are madeoperational, adequate outlet protection and any required temporary or permanentchannel lining shall be installed in both the conveyance channel and receivingchannel.12. When work in a live watercourse is performed, precautions shall be taken to minimizeencroachment, control sediment transport and stabilize the work area to the greatestextent possible during construction. Nonerodible material shall be used for theconstruction of causeways and cofferdams. Earthen fill may be used for thesestructures if armored by nonerodible cover materials.13. When a live watercourse must be crossed by construction vehicles more than twice inany six-month period, a temporary vehicular stream crossing constructed ofnonerodible material shall be provided.14. All applicable federal, state and local requirements pertaining to working in orcrossing live watercourses shall be met.15. The bed and banks of a watercourse shall be stabilized immediately after work in thewatercourse is completed.16. Underground utility lines shall be installed in accordance with the following standardsin addition to other applicable criteria:a. No more than 500 linear feet of trench may be opened at one time.b. Excavated material shall be placed on the uphill side of trenches.c. Effluent from dewatering operations shall be filtered or passed through an approvedsediment trapping device, or both, and discharged in a manner that does notadversely affect flowing streams or off-site property.d. Material used for backfilling trenches shall be properly compacted in order tominimize erosion and promote stabilization.e. Restabilization shall be accomplished in accordance with this chapter.f. Applicable safety requirements shall be complied with.17. Where construction vehicle access routes intersect paved or public roads, provisionsshall be made to minimize the transport of sediment by vehicular tracking onto thepaved surface. Where sediment is transported onto a paved or public road surface,the road surface shall be cleaned thoroughly at the end of each day. Sediment shallbe removed from the roads by shoveling or sweeping and transported to a sedimentcontrol disposal area. Street washing shall be allowed only after sediment is removedin this manner. This provision shall apply to individual development lots as well as tolarger land-disturbing activities.18. All temporary erosion and sediment control measures shall be removed within 30days after final site stabilization or after the temporary measures are no longerneeded, unless otherwise authorized by the VESCP authority. Trapped sediment andthe disturbed soil areas resulting from the disposition of temporary measures shall bepermanently stabilized to prevent further erosion and sedimentation.19. Properties and waterways downstream from development sites shall be protectedfrom sediment deposition, erosion and damage due to increases in volume, velocityand peak flow rate of stormwater runoff for the stated frequency storm of 24-hourduration in accordance with the following standards and criteria. Stream restorationand relocation projects that incorporate natural channel design concepts are notman-made channels and shall be exempt from any flow rate capacity and velocityrequirements for natural or man-made channels:a. Concentrated stormwater runoff leaving a development site shall be dischargeddirectly into an adequate natural or man-made receiving channel, pipe or storm sewersystem. For those sites where runoff is discharged into a pipe or pipe system,downstream stability analyses at the outfall of the pipe or pipe system shall beperformed.b. Adequacy of all channels and pipes shall be verified in the following manner:(1) The applicant shall demonstrate that the total drainage area to the point of analysiswithin the channel is one hundred times greater than the contributing drainagearea of the project in question; or(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify thatstormwater will not overtop channel banks nor cause erosion of channel bed orbanks.(b) All previously constructed man-made channels shall be analyzed by the use ofa 10-year storm to verify that stormwater will not overtop its banks and by theuse of a two-year storm to demonstrate that stormwater will not cause erosionof channel bed or banks; and(c) Pipes and storm sewer systems shall be analyzed by the use of a 10-yearstorm to verify that stormwater will be contained within the pipe or system.c. If existing natural receiving channels or previously constructed man-made channelsor pipes are not adequate, the applicant shall:(1) Improve the channels to a condition where a 10-year storm will not overtop thebanks and a two-year storm will not cause erosion to the channel, the bed, or thebanks; or(2) Improve the pipe or pipe system to a condition where the 10-year storm iscontained within the appurtenances;(3) Develop a site design that will not cause the pre-development peak runoff ratefrom a two-year storm to increase when runoff outfalls into a natural channel or willnot cause the pre-development peak runoff rate from a 10-year storm to increasewhen runoff outfalls into a man-made channel; or(4) Provide a combination of channel improvement, stormwater detention or othermeasures which is satisfactory to the VESCP authority to prevent downstreamerosion.d. The applicant shall provide evidence of permission to make the improvements.e. All hydrologic analyses shall be based on the existing watershed characteristics andthe ultimate development condition of the subject project.f. If the applicant chooses an option that includes stormwater detention, he shall obtainapproval from the VESCP of a plan for maintenance of the detention facilities. Theplan shall set forth the maintenance requirements of the facility and the personresponsible for performing the maintenance.g. Outfall from a detention facility shall be discharged to a receiving channel, andenergy dissipators shall be placed at the outfall of all detention facilities as necessary toprovide a stabilized transition from the facility to the receiving channel.h. All on-site channels must be verified to be adequate.i. Increased volumes of sheet flows that may cause erosion or sedimentation onadjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipesystem, or to a detention facility.j. In applying these stormwater management criteria, individual lots or parcels in aresidential, commercial or industrial development shall not be considered to be separatedevelopment projects. Instead, the development, as a whole, shall be considered to be asingle development project. Hydrologic parameters that reflect the ultimate developmentcondition shall be used in all engineering calculations.k. All measures used to protect properties and waterways shall be employed in amanner which minimizes impacts on the physical, chemical and biological integrity ofrivers, streams and other waters of the state.l. Any plan approved prior to July 1, 2014, that provides for stormwater managementthat addresses any flow rate capacity and velocity requirements for natural or man-madechannels shall satisfy the flow rate capacity and velocity requirements for natural orman-made channels if the practices are designed to (i) detain the water quality volumeand to release it over 48 hours; (ii) detain and release over a 24-hour period the expectedrainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flowrate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than orequal to the peak flow rate from the site assuming it was in a good forested condition,achieved through multiplication of the forested peak flow rate by a reduction factor that isequal to the runoff volume from the site when it was in a good forested condition dividedby the runoff volume from the site in its proposed condition, and shall be exempt from anyflow rate capacity and velocity requirements for natural or man-made channels as definedin any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.m. For plans approved on and after July 1, 2014, the flow rate capacity and velocityrequirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied bycompliance with water quantity requirements in the Stormwater Management Act (§62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless suchland-disturbing activities are in accordance with 9VAC25-870-48 of the VirginiaStormwater Management Program (VSMP) Regulation or are exempt pursuant tosubdivision C 7 of § 62.1-44.15:34 of the Act.n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed tosatisfy the requirements of this subdivision 19.EROSION AND SEDIMENTCONTROL NARRATIVEDescription: Lot 2 owned by James River Equipment to be graded and graveled to provide additional displayarea with 1 additional entrance to be added along Yard Master Court. A total of 10.65 will be disturbed forconstruction.Date of construction: Construction will begin following plan approval and will take approximately six (6) monthsto complete.Existing site conditions: The site consists of mainly abandoned pasture land with gentle slopes and sparsepatches of tree clusters. The site drains generally to the east into Hot Run. The site is currently vacant.Adjacent areas: The site is bonded on the west by Winchester & Western R.R., on the east and north byvacant land zoned B-3, and to the south by land zoned and used as residential.Offsite areas: Offsite disturbance is proposed on the adjacent James River Equipment parcel. The existingSWM pond is proposed to be removed and graveled over. The new ponds proposed with this plan have beensize to provide SWM for both lots.Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet.Critical areas: No critical areas are identified with this project.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion andsediment control measures shall be constructed and maintained according to the minimum standards andspecifications of the Virginia Erosion and Sediment Control Handbook.Structural Measures:Phase I:Install Safety Fence (3.01) as shown on the plans to prevent access to critical areas.Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimize sedimentcarried onto roadway.Install silt fence (3.05) and super silt fence as shown on the plans to intercept and detain small amounts ofsediment from disturbed areas during construction in order to prevent sediment from leaving the site.Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering storm drainagesystems prior to permanent stabilization of the disturbed area.Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sediment from entering,accumulating in and being transferred by the culvert prior to permanent stabilization of the disturbed area.Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to the sedimenttrapping structures.Install Stormwater Conveyance Channel (3.17) as shown on plans to divert clean upland runoff around site.Install Temporary Sediment Traps (3.13) as shown on plans to detain sediment-laden runoff from smalldisturbed areas long enough to allow the majority of the sediment to settle out.Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.Install rock check dams (3.20) as shown on the plans to reduce the velocity of concentrated stormwater flowsand to trap sediment generated from adjacent areas or the ditch itself.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)and as needed to stabilize disturbed areas.Soil stabilization blankets & matting (3.36) shall be installed over steep 3:1 or greater cut and fills slope whichhave been brought to final grade and seeded to protect from rill and gully erosion.Phase II:Phase I controls shall remain into Phase II for the duration of the project or until drainage area is stabilized. ALLareas to be stabilized 100% prior to installation of Water Quality Structures.Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sediment from entering,accumulating in and being transferred by the culvert prior to permanent stabilization of the disturbed area.Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4. Contractor shallredirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff tosediment traps or sediment basins.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)and as needed to stabilize disturbed areas.Stormwater management ponds to be installed once site has been brought to grade and stabilized.Dry Swales to be installed once SWM Ponds have been installed. Areas upstream must be stabilized prior toinstallation.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after finalgrade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) daysto denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days.Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year.Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporaryvegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded andmulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after constructionErosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to finalgrade and seeded to protect from rill and gully erosion.Management Strategies:Construction shall be sequenced such that grading operations will begin and end as quickly as possible.The site superintendent shall be responsible for the installation and maintenance of all erosion andsediment control measures. Maintenance of these measures throughout the project is critical to theeffectiveness of the program.After areas above controls have been stabilized, the controls shall be cleaned up and removed.Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seededand mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time.All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.Drainage swales shall be stabilized with check dams until vegetation has been well established, at whichtime the check dams shall be removed.Devices listed above are considered minimum erosion and sediment controls. Additional controlmeasures may be necessary due to contractor phasing or other unforeseen conditions. It is thecontractor's responsibility to provide additional measures to those shown, as needed, in order to controlerosion and contain sediment on site. All measures shall be installed according to the standards andspecifications in the Virginia Erosion and Sediment Control Handbook.Stormwater Management:Increased runoff from this development will be controlled by the Project's stormwater managementfacilities. Stormwater management ponds to be installed once site has been brought to grade andstabilized.Maintenance Program:All control measures shall be inspected daily by the site superintendent or his representative and within24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damagedstructural measures are to be repaired by the end of the day. Seeded areas shall be checked regularlyto ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as neededuntil grass is established.Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of byspreading on site.Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged bysediment, it shall be removed and cleaned or replaced immediately.The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition atall times.Erosion and sediment control program:Phase I1. Hold pre-construction meeting on site with inspector.2. Install construction entrance.3. Clearing and grubbing for sediment control devices only4. Placement of sediment control devices.5. Obtain inspector's approval prior to beginning grading operations.6. Clear and grub main area of site protected by installed E&S controls.Phase II7. Rough grade remainder of site.8. Install stormwater management ponds and drainage devices with sediment control.9. Final grading.10. Restoration and stabilization of disturbed areas.11. Remove erosion and sediment control measures with the approval of the inspector. ALL areas to bestabilized 100% prior to installation of Water Quality Structures.Note: The Frederick County Public Works and Engineering Department retain the right to add and/ormodify these erosion and sediment control measures during the construction process, withinreason, to ensure adequate protection to the public and the environment.Seeding schedule (soil stabilization):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 1,000 squarefeet (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 construction traffic.2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet andrepeated as needed to control dust.E&S NARRATIVERev. No. Date602/27/2023JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIAAS SHOWN7SEPT. 15, 2021MSS/JMM21-09193949J 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21E&S DETAILSRev. No. Date JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIAN/A8SEPT. 15, 2021MSS/JMM21-09193949JStormwater Conveyance Channel DesignChannel Type: Trapezoidal, Equal Side SlopesDimensions: Left Side Slope 3.00:1 Right Side Slope 3.00:1 Base Dimension: 4.00Wetted Perimeter: 9.28Area of Wetted Cross Section: 5.42Channel Slope: 1.3400Manning's n of Channel: 0.0245Discharge: 26.63 cfs (10yr - Maximum)Depth of Flow: 0.83 feetVelocity: 4.91 fpsChannel Lining: Grass (Bermudagrass, Tall Fescus, Kentucky Bluegrass)Freeboard: 0.50 feetSTORMWATER CONVEYANCECHANNELTRAPEZOIDAL WATERWAY CROSSSECTION4'd=0.83'MIN.D=1.5'31 N 63°05'13" W 224.93'S 62°56'54" E 175.36'S 62°56'54" E 293.50'S 62°56'54" E 216.74'35' BRL35' BRL15' BRLC1C2630 632634636 638 630638636634632636640638 640632 63 4 636 638 6 3 6636634 632 630 N 63°05'13" W 640.91'N 74°37'25" E 524.70'N 60°41'27" E 40.60'S 62°56'54" E24.97'35' BRLN 53°59'22" W - 555.67'*N 14°20'45" W234.50'*15' BRL15' BRL15' BRL100' BRL 624622620626608610608606 616618628 626616618 622 624 620 626616618622624620626 616 618 622 624 620 622624626628630618614612610610 610 612 614612 614608610612608610610608610612 610240'40' 120'26.0'26. 0 ' 203'184' 62 8 6 2 8 240'40'240'40' 4 0 . 0 '616620620618 61860460410+0011+0012+00PROP. 10'ASPHALT TRAILFOR TRAIL SECTIONSEE SHEET 18PROP.ENTRANCEPROP. 2 SIDEDMONUMENT SIGNMAX. HEIGHT 25'.MAX. AREA 150 SF151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21OVERALL SITE LAYOUTRev. No.Date801/03/2024JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1"=60'9SEPT. 15, 2021MSS/JMM21-09193949JRev. No.Date 1020INV0945INV0550INV1055TOP10551051501501055TOP1055TOP1055TOP1055TOPMEET & MATCH EX.PAVEMENT1' MILL & OVERLAY40' - 15" RCP III608610608606 14814860861061260861061060861061261014713514514514514528 0 ' S D26.0'26. 0 '160PROP. 10' ASPHALT TRAIL(SEE TRAIL SECTION SHEET 18)MEET & MATCHEX PAVEMENT037040FUTURE 20'FREDERICKWATER ESMTFUTURE 20'FREDERICKWATER ESMT6' CHAIN LINK FENCE6' CHAIN LINK FENCEFREDERICK WATER EASEMENTINST. No. 230008594VARIABLE WIDTH155150120INV50 ' T R A N S I T I O N60460410+0011+0012+00PROP. 2 SIDEDMONUMENT SIGNMAX. HEIGHT 25'. MAX.AREA 150 SFFREDERICK WATER EASEMENTINST. No. 230008594VARIABLE WIDTHFREDERICK WATER NOTES:1. CONTRACTOR SHALL HAVE EXISTING SEWER AND WATER LINESMARKED PRIOR TO INSTALLING FENCE AND STORM SEWER.2. INSTALLATION OF FENCE AND STORM SEWER SHALL BECOORDINATED WITH THE FREDERICK WATER INSPECTOR.3. TEST PITS MAY BE REQUIRED BY INSPECTOR.4. CONTRACTOR SHALL ADJUST EXISTING FREDERICK WATERFACILITIES TO FINAL GRADE PER INSPECTOR'S REQUIREMENTS.151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21GRADING PLANRev. No.Date801/03/2024JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1"=30'10SEPT. 15, 2021MSS/JMM21-09193949JMATCH LINE-SHEET 12MATCH LINE-SHEET 11 632 630C11020INV0945INV233INV10551051501501055TOP1055TOP1055TOP1055TOP280' SDEX. UTILITY TOBE ADJUSTED ASNECESSARYSTORMWATERMANAGEMENTEASM'TADD CO AND EXTENDPIPE TO DAYLIGHT1.0% MIN. SLOPEEX. BIORETENTIONBASIN TO REMAIN2 -99' - 36"ADS N-12@ 0.76%12' X 16'CLASS 1RIP-RAPSWM POND - 1CONNECT EXISTINGUNDERDRAIN TO PROP. 6"PVC PIPE AND EXTEND PROP.PIPE TO DAYLIGHT1% MIN. SLOPEEX. STORMSTURCTURE ANDOUTFALL TO BEREMOVEDEX. STORM PONDTO BE REMOVEDPROP.STORMSEWEREASM'TEX.STORMSEWEREASM'TCONCRETE WEIR STRUCTUREDETAILS SHEET 14608610608606 628 626616618 622 624 620 626 616 618 622 624 620614612148148 0943TOP0848TOP610610610612608610612608610610608610612610 147135RIP RAP64' - 15 " RCP I I I RIP RAP145145145145240'40' 120' 28 0 ' S D 203'2122213170INV21216027324224228062 8 6 2 8LIMITS OF CLEARINGLIMITS OF CLEARINGLIMITS OF CLEARING6' CHAIN LINK FENCE240'2201704 0 .0 '616MEET & MATCH EX.PVM'T W/ 2' MILL &OVERLAYCG-6CG-61120INV 1200INV6' CHAIN LINK FENCE6' CHAIN LINK FENCEENTRANCE-1CG-11PROP. SEWER ESMTBY FREDERICK WATR220155150RIP RAP120INV620618 R=45 R=45R=2R= 2 100' TRANSITION50 ' T R A N S I T I O N 12.0'180FREDERICK WATER EASEMENTINST. No. 230008594VARIABLE WIDTH151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21GRADING PLANRev. No.Date703/31/2023JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1"=30'11SEPT. 15, 2021MSS/JMM21-09193949JMATCH LINE-SHEET 12MATCH LINE-SHEET 10 N 63°05'13" W 224.93'15' BRL630 632634632 63 4 636 632 630 15' BRL1055TOP1055TOP1055TOPSTORMWATERMANAGEMENTEASM'TCONNECT EXISTINGUNDERDRAIN TO PROP. 6"PVC PIPE AND EXTEND PROP.PIPE TO DAYLIGHT1% MIN. SLOPEWQ-CEX. WATERQUALITYRESERVOIR62462262062675'610608616618626616618622624620626 616 618 622 624 620 622624626628630618GRASSCHANNELGRASSCHANNEL1481150TOP0943TOP0848TOP610610610612 614612614608610612612 240'40'203'184'270153148212220213LIMITS OF CLEARINGLIMITS OF CLEARINGLIMITS OF CLEARING240'40'240'22040'FUTURE 20'FREDERICKWATER ESMT2101760INV1726INVRIP RAP620620618 618 210151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21GRADING PLANRev. No.Date62/27/2023JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1"=30'12SEPT. 15, 2021MSS/JMM21-09193949JMATCH LINE-SHEET 11MATCH LINE-SHEET 10 INTE R S T A T E 8 1 75' INACTIVE BUFFER25' ACTIVE BUFFERBENCH MARKREBAR WITH CAPELEV=642.71630 632634636 638 6306326346366386386346366346366 4 2 64 0 638636634632636640638 642640632 634 636 638 6 3 6636634 632 630 N 63°05'13" W 640.91'N 74°37'25" E 524.70'N 60°41'27" E 40.60'S 62°56'54" E24.97'C1 N 53°59'22" W - 555.67'*N 14°20'45" W234.50'*INTE R S T A T E 8 1 PC=19+91.23PT=22+28.13L=236.90'R=250.00'=54°17'39"CB=S 89°54'17" WCD=228.14'T=128.19'Dc=22°55'06"PI=21+19.42TREATMENTPROP. 20' WIDESTM. SEW. ESMT.#2045END75' INACTIVE BUFFER25' ACTIVE BUFFERINTE R S T A T E 8 1 630 632634636 638 6306326346366386386346366346366 4 2 64 0 638636634632636640638 642640632 634 636 638 6 3 6636634 632 630 N 63°05'13" W 640.91'N 74°37'25" E 524.70'N 60°41'27" E 40.60'S 62°56'54" E24.97'C1 N 53°59'22" W - 555.67'*N 14°20'45" W234.50'*  1020INV0945INV233INV0550INV1055TOP10551051501501055TOP1055TOP1055TOP1055TOP1055TOP624622620626608610608606 616618628626616618622624620 626616618622624620626 616618622624620 6226246266286306186146121481481150TOP0943TOP0848TOP610610610612 61461261460861061260861061060861061261014713514514514514526.0'26.0'270153148212220213170INV212160273242242280628 628037040 2201706161120INV1200INV220210155150120INV1760INV1726INV620620618 618 21018060460410+0011+0012+00DRAINAGE AREA A-110.83 AcresSWMPOND-1BY=PASS CHANNELBY=PASSCHANNELOUTFALLSTRUCTUREDRAINAGE AREA A-210.07 AcresSWM PLAN JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21Rev. No. Date602/27/2023AS SHOWN13SEPT. 15, 2021MSS/JMM21-09193949JStormwater Management and Water QualityThis existing 19.42 acre, B2, Site is currently vacant and covered in grass, brush and trees. The proposed development for the site includes 1 entrance, gravel pad and associated SWM and WQ features. The land disturbance proposedwithin this plan will be 10.65 acres for the site construction and the installation of stormwater management and water quality features.Pre-Development runoff from the site sheetflows to an existing swall on the south side of the site and outfalls to an existing box culvert under US Route 11.Post-development stormwater compliance was achieved by directing a combination of on-site water and off-site water to SWM Facility 1 placed along the east side of the site. Additional off-site and on-site water by-pass the SWM facilitiesand ultimately drain to the existing box culvert under US Route 11.All runoff for this site has been evaluated using the SCS TR-20 to determine runoff curve numbers (RCN), and times of concentration (Tc) for the site and surrounding drainage areas. HydroCAD 10.00-14 was used to develop existingconditions peak discharges for the watershed. TR-20 worksheets and hydaflow hydragraphs are provided in the SWM report. (Refer to SWM Report for calculation details and Pond Routing).STORMWATER MANAGEMENT FACILITY MAINTENANCESWM MAINTENANCE AND INSPECTIONThis project has been designed to provide water quantity and water quality protection measures per the Virginia Department of Environmental Quality requirements. Below is a project specific list of tasks for inspection andmaintenance with references to maintenance documents published by other parties but considered a part of this Exhibit B by reference. Please review this document and all referenced for the start of the maintenance program tofully understand the needs for proper operation documents and maintenance of these installed stormwater management facilities.At a minimum, the following inspection and maintenance items must be provided for the facilities included in this program.Task Frequency Vegetation Maintenance Twice per Year(keep structures clear/berms free of woody species)Inspection for animal burrows Twice per YearRepair/eradicate invasive animals Within 30 days of inspectionVisual Inspection for proper operation Monthly or after a significant rain event (removal of trash, removal of blockage, erosion)Repair of damage due to rain eventsWithin 30 days of inspection(repair erosion, remove sediment, remove blockage)All repair and damage must be back to original conditions shown in the construction plans.For more detailed information on inspection and maintenance of specific design items shown on the construction plans please refer to either the“VDOT BMP Maintenance Manual - June 2016’ (available athttp://www.virginiadot.org/business/resources/BMP_Maintenance_Manual_20160913.pdf ) or the Virginia Department of Environmental Quality’s Stormwater Management’s stormwater publications (available athttp://www.deq.virginia.gov/Programs/Water/StormwaterManagement/Publications.aspx ). DEQ publications will provide details for specific water quantity or water quality design methods. If the project includes proprietarystormwater treatment systems, please refer to the manufacturer’s recommendations for inspection, operation and maintenance to ensure the systems operate at design parameters.PROPERTY OWNERS OF TAX MAP # 44-A-75 OR THEIR DESIGNATED APPOINTEE ARE RESPONSIBLE FOR THE MAINTENANCE INSPECTIONAND MAINTENANCE OF THE STORMWATER MANAGEMENT AND WATER QUALITY FACILITIES SHOWN WITHIN THIS PLAN. DEPTH VELOCITY--0.90 FPS--0.98 FPS1.0' --6006056106156006056106151 -57' - 6" PVC@ 0.5%0+57 INV. = 605.5DEBRIS BMP TRASHRACK EXISTINGGRADEPROP. BERMGRADEWEIR ELEV = 607.5100 ELEV = 608.5210 ELEV = 607.912 ELEV = 607.260+00 INV. = 605.21-0+500+000+501+001+50STORM POND - 1 OUTFALL WEIRSECTIONSWM DETAILS JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21Rev. No. Date602/27/2023AS SHOWN14SEPT. 15, 2021MSS/JMM21-09193949JBMP TRASH RACKwww.plastic-solution.comP.O. Box 4386Winchester VA 22604877-877-5727INC.SOLUTIONSPLASTICpipeculvertconc. apronHDPE structural plastic 1/4" plate and grating with 1" holes and a min.111/4" HDPE platebolted to structure.Section3"Elevationmanufactured by Plastic Solutions Inc. or equal.single BMPorificeIsometricof 30% of opening areaHDPE structural plastic 1/4" plate and grating Solutions Inc. or equalmanufactured by Plastic of 30% of opening areawith 1" holes and a min.* shown with optional plateELEV=607.53:1SLOPE3 : 1 S LO P EBOTTOMELEV=605.5WEIR = 2' LENGTH,0.70' DEEPWEIR B = 10'LENGTHELEV=610.5100YR WSE= 608.52STORMWATER MANAGEMENT BERM - PROFILE NTS2.0'2'EXTEND CONC. WALL 3FT INTO EARTH BANK3.0'8"3.0'COMPACTED SUBGRADEGROUNDSURFACE3.0'10'ELEV=606.8STORMWATER MANAGEMENT BERM - TYPICAL SECTION NTS6" PVC & 4" ORIFICECONNECTING THE WALL AND SLAB1" DIA. STEEL ROD DOWEL @ 4" O.C.BMP DEBRIS CAGE W/0.67'2.0'1'1.50'0.67'2.67'0.5'0.5'FOR BMP ORIFICE GRATE2'X2'X6" CONCRETE SLAB(BOTH PADS)COMPACTED SUBGRADENOTES1. SEE STRUCTURAL PLANS FOR STRUCTURALDETAILS ON WEIR WALL. WEIR WALL TO BESIMILAR TO MODIFIED VDOT ENDWALL DETAIL(EW-1).2. ALL CONCRETE TO BE CLASS A3. FORCOMPLETE INFORMATION SEE VDOT ROAD ANDBRIDGE STANDARDS, VOLUME ONE, 2001.3. REMOVE TOPSOIL IN WEIR/BERM AREA PRIORTO INITIATING BACKFILL, COMPACTION ANDCONSTRUCTION.4" ORIFICE W/DEBRIS CAGEINV=605.53'57' - 6" PVC @0.5% MIN, TODAYLIGHT N 63°05'13" W 224.93'N 63°05'13" W 540.51'S 62°56'54" E 175.36'S 62°56'54" E 293.50'S 62°56'54" E 216.74'35' BRL35' BRL15' BRL15' BRLC1C2630 632634636 638 630638636634632636640638 640632 63 4 636 638 6 3 6636634 632 630C135' BRL15' BRL15' BRL15' BRL10 0 ' B R L 1020INV0945INV233INV0550INV1055TOP10551051501501055TOP1055TOP1055TOP1055TOP1055TOPEX. UTILITY TOBE ADJUSTED ASNECESSARY624622620626608610608606 616618628 626616618 622 624 620 626616618622624620626 616 618 622 624 620 6226246266286306186146121481481150TOP0943TOP0848TOP610610 610 612 614612 614608610612608610610608610612 61014713514514514514526.0'26. 0 '270153148212220213180212160273242242242280628 6 2 8043040 2201606161120INV1200INV220210155150YARDMASTER COURTYARDMASTER COURTU.S. ROUTE 11 EXISTING JAMES RIVER EQUIPMENTPROP. DRYSWM PONDPROJECT SITE AREA FORVRRM COMPUTATIONSRUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACEPROJECT SITE AREA FORVRRM COMPUTATIONSPROJECT SITE AREA FORVRRM COMPUTATIONSTO GRASS CHANNEL-CWQ DA=1.53 AC.C=0.82TOTAL DA=2.29 AC.EX. WATERQUALITYRESERVOIREX. WATERQUALITYRESERVOIREX.BIO-RETENTIONAREAGRASS CHANNEL - A GRASS CHANNEL - ATO GRASS CHANNEL-BWQ DA=3.55 AC.C=0.80TO GRASS CHANNEL-DWQ DA=0.67 AC.C=0.82TOTAL DA= 2.60 AC.GRASS CHANNEL-B L1L2L3L4L5L 6L7 L8L9L10L11 L12 L1 3 L1 4 TO GRASS CHANNEL-AWQ DA=0.22 AC.C=0.82GRASS CHANNEL-C GRASS CHANNEL-D LINEBEARINGDISTANCEL1N 63°05'13" W753.28'L2S 27°27'41" W50.22'L3N 62°57'13" W577.39'L4S 27°41'38" W546.55'L5N 05°31'23" E43.49'L6S 86°05'05" W35.66'L7N 49°56'27" W154.95'L8N 55°37'34" W205.97'L9N 58°40'22" W303.87'L10N 19°55'27" E47.75'L11N 61°00'47" E94.54'L12S 60°41'27" W40.60'L13N 66°45'27" E73.30'L14N 74°37'25" E524.70'151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21BMP DRAINAGE AREA MAPRev. No. Date602/27/2023JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA1" = 80'15SEPT. 15, 2021MSS/JMM21-09193949JVRRM PROJECT SITE AREA LIMITSDRAINAGE AREA LABELSVRRM SITE AREA TREATEDBY BMP DEVICESBMP LEGENDA, B, C, D, ERUNOFF REDUCTIONCOMPLIANCE FOREST/OPENSPACE FOR BMP WATERQUALITYIMPERVIOUS AREA(BUILDINGS, ROADS, ETC.)SITE BOUNDARY (PARCEL)NOTES:1. THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA SHOWNHEREON SHALL BE MAINTAINED IN A FOREST/OPEN SPACE MANNER UNTILSUCH TIME THAT AN AMENDED SWM PLAN IS APPROVED BY THE VSMPAUTHORITY.2. PROPERTY OWNERS OF TAX MAP # 44-A-75 OR THEIR DESIGNATEDAPPOINTEE ARE RESPONSIBLE FOR THE MAINTENANCE INSPECTION ANDMAINTENANCE OF THE STORMWATER MANAGEMENT AND WATER QUALITYFACILITIES SHOWN WITHIN THIS PLAN.WATER QUALITY NOTE:BASED ON THE VIRGINIA REDUCTION METHOD FOR NEW DEVELOPMENTTHIS PROJECT WILL REQUIRE A PHOSPHOROUS LOAD REDUCTION 17.11Lb/yr. 13.00 LB/YR WILL BE MET THROUGH USE OF WATER QUALITYSWALES, WATER QUALITY RESERVOIRS, AND WATER QUALITYCONSERVATION AREAS. WATER QUALITY CREDITS WILL BE PURCHASEDFROM AN APPROVED WATER QUALITY BANK FOR THE REMAINING 5.56LB/YR REQUIRED BY THE VRRM SPREADSHEET. GRASS CHANNEL - BSECTION B-B GRASS CHANNEL - ASECTION A-A PEAK FLOW DEPTH VELOCITY1 YR STORM EVENT: 4.02 CFS--0.94 FPS2 YR STORM EVENT: 6.41 CFS--1.26 FPS10 YR STORM EVENT: 14.35 CFS 0.91' --CHANNEL SLOPE 1.3% PEAK FLOW DEPTH VELOCITY1 YR STORM EVENT: 11.36 CFS --0.80 FPS2 YR STORM EVENT: 15.05 CFS --0.89 FPS10 YR STORM EVENT: 19.31 CFS 0.9' --CHANNEL SLOPE 1.0%0+000+501+001+506056106156206056106156203:1SWMPOND-12' BERMTOP = 614.53:13:120'0+000+501+001+506156206256306156206256300+000+501+001+506156206256306156206256300+000+501+001+50610615620625610615620625GRASS CHANNEL - CSECTION C-C PEAK FLOW DEPTH VELOCITY1 YR STORM EVENT: 7.51 CFS--0.86 FPS2 YR STORM EVENT: 9.65 CFS--1.13 FPS10 YR STORM EVENT: 12.76 CFS 0.7' --CHANNEL SLOPE 1.0%GRASS CHANNEL - DSECTION D-D PEAK FLOW DEPTH VELOCITY1 YR STORM EVENT: 8.52 CFS--0.90 FPS2 YR STORM EVENT: 11.30 CFS --0.98 FPS10 YR STORM EVENT: 14.50 CFS 1.0' --CHANNEL SLOPE 1.0%3:13:13:13:18'8'3:1 3:13:1PROP.GRADEEXISTINGGRADEPROP.GRADEEXISTINGGRADEPROP.GRADEEXISTINGGRADEPROP.GRADEEXISTINGGRADEC10945INV10551501501055TOP1055TOPEW-6280' SD6226206106086166186166186226246206166186226246206166186226246206186141481481150TOP0943TOP0848TOP610610610612614612614608610612608610610608610612610145145145145153148212220213170INV21216024224222017061611201200INV220210155150120INV1760INV1726INV620620618618210180GRASS CHANNEL - BCCBBAAGRASS CHANNEL - AGRASS CHANNEL - CGRASS CHANNEL - DDDGRASS CHANNEL - ABMP DETAILS JAMES RIVER EQUIPMENT LOT 2 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21Rev. No. Date602/27/2023N/A16SEPT. 15, 2021MSS/JMM21-09193949JGRASS CHANNELS PLAN VIEW0.5'4'GRASS CHANNEL - A WEIR STRUCTURENTS12"12' - MIN6" X 12"CONCRETEWEIR STRUCTURE6" X 12"CONCRETEWEIR STRUCTUREFLOW5' - 6"RIP RAP 9+5010+0010+5011+0011+5060561061562060561061562060060010+00.00 = EW-6INV OUT = 609.45INV IN = 610.2010+99.0 = EW-6 EXISTINGGRADEPROP.GRADE2 -99' - 36"ADS N-12@ 0.76%STORM CULVERT - 112' X 16'CLASS 1RIP-RAP3:13:1CURVEARC LENGTHC1260.59'15' BRL1020INV0945INV 1055150150EW-6 EW-6EX.CULVERTS612 148610147135145145145145242 1701120INV15 CHORD BEARINGN 89°54'17" E1020INVEW-6YARDMASTER COURT614612147RIP RAP24224217040.0 '6161120INV1200INV180-0+500+000+501+00605610615620625605610615620625EX GRADEPROP GRADE64' - 15" RCP III @1.25%℄ YARDMASTER CT. 10+00.00=ES-1 10+64.00=ES-1 CULVERT INV =611.20 CULVERT INV =612.00 8' X 10'CLASS 1ARIP-RAPSTORM CULVERT - 2SCALE: V: 1" = 5'H: 1" = 50'STORM SEWER PROFILES & COMPUTATIONS JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21Rev. No. Date62/27/202317SEPT. 15, 2021MSS/JMM21-09193949JAS SHOWNCULVERT-1 PLAN VIEWPROFILEOUTLET PROTECTION - VDOT STD EC-1STR #OUTLETVELOCITY (fps)TOP WIDTH (ft) LENGTH (ft)BOTTOMWIDTH (ft)DEPTH (in)TYPE (VDOTClass)8.3912'16'12'CLASS I24"Stm Culvert-1CULVERT-2 PLAN VIEW6.184'10'8'18"CLASS AIStm Culvert-29.266'10'8'24"CLASS IStm Culvert-35.946'10'8'18"CLASS AIStm Culvert-4 0+0010+5011+0011+5012+0012+5013+006006056106156206256006056106156206258' X 10'CLASS 1ARIP-RAPSTORM CULVERT - 3SCALE: V: 1" = 5'H: 1" = 50'EXISTINGGRADEPROP.GRADE270' - 24" CPP @ 4.0%10+00.00=ES-1CULVERT INV =612.0012+70.00=ES-1CULVERT INV =617.009+50CURVEARC LENGTH616618 622 624 620 1481481455170INV212160220155150120INV618 GRASSSWALE- C620 618 622624620618 LIMITS OF CLEAR I N G 21 0 17 60INV 17 26INV RIP RAP 62061821 0 GRASS SWALE - D10+0010+5011+0011+50610615620625630610615620625630STORM CULVERT - 4SCALE: V: 1" = 5'H: 1" = 50'64' - 24" CPP @0.50%10+00.00=ES-1 10+64.00=ES-1 CULVERT INV =617.26 CULVERT INV =617.608' X 10'CLASS 1ARIP-RAPEXISTINGGRADEPROP.GRADESTORM SEWER PROFILES AND COMPUTATIONS JAMES RIVER EQUIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21Rev. No. Date602/27/202317ASEPT. 15, 2021MSS/JMM21-09193949JAS SHOWNCULVERT-3 PLAN VIEWCULVERT-4 PLAN VIEW 610615620625630610615620625630SITE DISTANCE ENTRANCE-1 & YARDMASTER COURT0+500+000+501+001+502+002+503+002+502+001+501+003+00℄ ENTRANCE-1 280' SIGHT LINEEX. GRADE280' SIGHT LINE3.5' OBJECT HEIGHT 3.5' OBJECTHEIGHT3.5' EYEHEIGHTPROP. GRADEENTRANCE-1 PROFILE-0+500+000+501+006106156206256106156206255.6%2.0%℄ YARDMASTERCOURTROW ENTRANCE & SITE DISTANCE PROFILES AND SITE DETAILS JAMES RIVER E4UIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERIC. COUNTY, VIRGINIA 151 WLQG\ HLOO LDQH WLQFKHVWHU, VLUJLQLD 22602 THOHSKRQH: 540 662-4185 FD[: 540 22-528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #30-21RHY. NR. DDWH.03/31/202318SEPT. 15, 2021MSS/JMM21-02034JAS SHOWNPAVEMENT SECTIONN.T.S.10/15VER 1COMPACTED SUBGRADE COMPACTED TO 5%DENSITY AT OPTIMUM MOISTURE CONTENTVDOT VTM-1 METHOD6" VDOT 21B AGGIMPERVIOUS GRAVEL YARD AREANOTE:FOR ADDITIONAL BEARING CAPACITY WITHIN HEAVY USE AREAS, SUBGRADE MAYBE MODIFIED WITH THE APPLICATION 6" OF CEMENT TREATED SELECT MATERIALAS SPECIFIED BY THE OWNER.PAVEMENT SECTIONN.T.S.04/15VER 1NOTE:PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF . THECONTRACTOR SHALL OBTAIN A CBR TEST OF THE COMPACTED SUBGRADE AND SUBMITFOR DETERMINATION OF THE RE4UIRED PAVEMENT SECTION PRIOR TO PLACEMENTOF ANY PORTION OF THE PAVEMENT SECTION. SM-.5A SURFACE COURSE IM-1.0A INTERMEDIATE COURSE BM-25 BASE COURSE SUBBASE VDOT STD. 21BHEAVY DUTY PAR.INGCOMPACTED SUBGRADE COMPACTED TO 5% DENSITY ATOPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD1.5"8"4"2"52. 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"NOT TO SCALEWOOD FENCE DETAIL OR APPROVED E4UAL,FOR BUFFER SCREENING FENCE 6'6'-0"TRAIL TYPICAL SECTIONN.T.S.03/20/18VER 1-2%3 : 1 MAX10'2: 1 M A XCOMPACTED SUBGRADECOMPACTED TO 5%DENSITY AT OPTIMUMMOISTURE CONTENTVDOT VTM-1 METHOD 4" COMPACTED#21A AGGREGATEBASE COURSE2" SM-.5ASURFACE COURSE2'2'W2./2. EMMANUEL CHURCHUSE RESIDENTIALZONED RAHAGER BRANDY A & DALE BKIRACOFE DOUGLASZONED RAUSE RESIDENTIALJRE WINCHESTER LLC44-A-75ZONED: B37.01 ACRES50' RIGHT-OF-WAYUSE RESIDENTIALZONED RASOUTH END HOSE CO LCUSE RESIDENTIALZONED RA44-A-70DICKY JOHN S44-A-7244-A-7344-A-730945INV0550INV1055TOP1055105151055TOP1055TOP1055TOP1055TOP1055TOP608610608606 1150TOP0943TOP0848TOP610610 610 612 612 614608610612608610610608610612 6101451451452.0'2 . 0 '03704060460 4 10+0011+0012+00TH14CATEGORY "C"ZONING BUFFER25' ACTIVE75' INACTIVECATEGORY "C"' HIGH OPA4UE FENCESEE DETAIL SHEET 18CATEGORY "C" BUFFERSEE PLANTING DETAILSTHIS SHEET20' WIDE CORRIDORENHANCEMENT BUFFERNOTES:1. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MI;PER PENNINGTON SEED COMPANY.2. ALL STREET INTERIOR AND PERIMETER TREES WILL HAVE A MULCH BED CUT UNDERTHE TREE E4UAL TO ' RADIUS TREE TRUNK.3. NO SLOPE IN E;CESS OF 25 WILL BE SEEDED OR SODDED.4. MULCHED FOUNDATION LANDSCAPE BEDS AS SHOWN WITH 3" LAYER OF MULCHCOVER 190 SF ; .25= 4754 CF 27 = 181 CY. THIS DOES NOT INCLUDE THE STREET INTERIOR AND PARKINGLOT TREE MULCH BEDS5. BEFORE SODDING SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALLCOMPACTED AREAS AT LEAST " IN DEPTH TO LOOSEN THE COMPACTED SOILS AND ADD AMENDMENTSGENERAL CONDITIONSSCOPE OF WORKTHE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS LABOR AND E4UIPMENT TOCOMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST HESHE SHOULD THOROUGHLYCHECK THE PLANT LIST 4UANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN TO BE SURETHERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING ANDTHE LIST ON THE PLANS THE DRAWING TAKES PRECEDENCE.STANDARDSALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARDFOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATIONANLA.PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTEDAND CERTIFIED BY STATE PLANT INSPECTORS.COLLECTED MATERIAL MAY BE USED ONLYWHEN APPROVED BY OWNER'S REPRESENTATIVE.NOMENCLATURE WILL BE IN ACCORDANCEWITH HORTUS III BY L.H. BAILEY.SUBSTITUTIONS: PRE-BIDIT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORTTO FIND THE PLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPECONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HISHERCONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IFTHERE ARE KNOWNDISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTEDPEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICECLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.SUBSTITUTIONS: POST-BIDIT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER IN THE EVENT THAT THECONTRACT MATERIAL HAS BECOME UNAVAILABLE AN APPROPRIATE SUBSTITUTION MUST BEAPPROVED BY THE OWNER'S REPRESENTATIVE.UTILITIES AND UNDERGROUND FEATURESTHE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES ANDOR THE GENERALCONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES.IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING THE LANDSCAPE ARCHITECTSHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANYCOST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARETO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE AND THE PLANTS AREINAPPROPRIATE FOR THAT CONDITION THE LANDSCAPE CONTRACTOR SHALL NOTIFY THELANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY THE PLANTS SHALL BERELOCATED THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION ATA NEGOTIATED COST OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TOACCOMMODATE THE POOR DRAINAGE.WARRANTYTHE STANDARD WARRANTY IS FOR ONE 1 YEAR PERIOD E;CLUDING BULBS SOD ANDANNUALS COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVEAND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIALTHAT IS 25 DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NOCHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK OR25 OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NE;T PLANTINGPERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE SIZE AND 4UALITY AS ORIGINALSPECIES UNLESS OTHERWISE NEGOTIATED.STANDARDSA. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN GENERAL TOREPRESENTATIVE SPECIES.B. BALLED AND BURLAPPED B&B1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NO;IOUSWEEDS. THERE SHOULD BE NO ECESS 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 "ԀABOVE GROUND LEVEL UP TO AND INCLUDING 4" CALIPER SIZE AND 12" ABOVE THE GROUND LEVEL FORLARGER TREES. FOR MULTIPLE-TRUNK TREES HEIGHT ̀MEASUREMENT SHALL TAKE PRECEDENCEOVER CALIPER.C. CONTAINER - GROWN STOCK1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT.CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THEROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL DEVELOPED AND WELLDISTRIBUTED THROUGH OUT THE CONTAINER.2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING GIRDLING AND MATTEDROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THEROOTS BY HAND UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE ̀ FUTURE OF THE PLANT. SEEPLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION.3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEYARE PLANTED IN THE LANDSCAPE THE SOIL SHALL BE KEPT MOIST WITH THE ̀E4UIVALENT OFONE-INCH OF RAINFALL PER WEEK.D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FORTREES IN THIS SECTION.E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERINGSHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPTMOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24-HOURS WITHOUTADE4UATE WATER TO INSURE ROOT SURVIVAL.INSPECTIONA. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVEAT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION RE4UIREMENTS AS TO4UALITY SIZE AND VARIETY.B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'SREPRESENTATIVE.C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPONRE4UEST.PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBSA. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER.B. FOR UNTREATED PLASTIC CONTAINER-GROWN PLANTS WITH CIRCLING ROOTS SEPARATE ROOTS BY HANDAND UNTANGLE ROOTS THE LENGTH OF THE ROOTBALL.C. PLANT SHRUB OR TREE A MINIMUM OF 18 OF THE HEIGHT OF THE ROOTBALL ABOVE E;ISTING GRADE.D. APPLY A 2 TO 3" THICK LAYER OF APPROVED HARDWOOD MULCH. KEEP MULCH " AWAY FROM THE TRUNKOF ALL TREES AND SHRUBS.E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE BAGS REMOVED DURING THE PLANTINGOPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY.151 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 2202 THOHSKRQH: 540 2-4185 FD[: 540 722-9528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER VA & MARTINSBURG WVSP NUMBER: #30-21LANDSCAPE PLANRHY. NR. DDWH801032024JAMES RIVER E4UIPMENT LOT 2 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIA1" = 50'19SEPT. 15 2021MSSJMM21-09193949JZONING BUFFER LEGENDNOTE:NO LANDSCAPE PLANTINGS ARE A RE4UIREMENTFOR E4UIPMENT VEHICLE DISPLAY AREAS PER 15-201.10H.CORRIDOR APPEARANCEENHANCEMENTZONING BUFFERLANDSCAPE LEGENDCORRIDOR ENHANCEMENTLANDSCAPE LEGEND