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Home My WebLink About12-23 Site PlanSNOWDENBRIDGEBLVD1COVER SHEET AS SHOWNGRAYSTONE LOT 1ASITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VASP# 38-22 (Original Site Plan #)SP# 12-23 (Minor Site Plan Revision #)VICINITY MAPSCALE: 1" = 1000'OWNERGRAYSTONE CORPORATION OF VIRGINIAP.O. BOX 2530WINCHESTER, VA 22604540-723-4162DEVELOPERGRAYSTONE CORPORATION OF VIRGINIAP.O. BOX 2530WINCHESTER, VA 22604540-723-4162GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/03/2022TTC21-13392760HSPlan RevisionsRev. NoRev. DateComment0107-15-2022ADDRESSED AGENCY COMMENTS0208-02-2022ADDRESSED GIS ROAD NAME COMMENTS0310-13-2022ADDRESSED VDOT COMMENTS11-07-2022SITE PLAN APPROVED0411-15-2022WATERLINE "A" ROUTE/TOPSOIL STOCKPILE LOCATION0504-10-2023RELOCATED PEDESTRIAN TRAIL AND PICNIC AREA0604-19-2023PLANNING COMMENTS, CURB ADJUSTMENTDATEAPPROVALZONING 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:Rappahannock Electric Coop137 Kelly CourtFront Royal, VA 226301-800-552-3904UTILITY NOTICE REQUIREDContractors shall notify all public utility operators who maintain underground utility lines in thearea of proposed excavating or blasting at least two (2) working days, but not more than ten (10)working days, prior to commencement of excavation or demolition. Names and telephonenumbers of the operators of underground utility lines appear below. These numbers shall also beused to serve in an emergency condition.CALL "MISS UTILITY"VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURSPRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITYOPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OFPROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THEUTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR ISRESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODEAND REGULATIONS.Communications:VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Sheet List TableSheet NumberSheet TitleRevsionNoRevisonDate1Cover Sheet0604-19-20232General Notes and Legend0604-19-20233Boundary and Existing Topo0107-15-20224E&S Overall Phase I Initial Clearing0107-15-20225E&S Phase I0107-15-20226E&S Calculations 7E&S Phase II0504-10-20238E&S Narrative & Details0107-15-20229E&S Details 10Geometry Plan0604-19-202311Utility Plan0604-19-202312Grading Plan0604-19-202313Pavement Plan0310-13-202214Life Safety Plan 15Road Profiles0310-13-202216Road Sections0310-13-202217Road Sections & Sight Distance Profiles0310-13-202218Water Quality BMP Map0504-10-202319Water Quality BMP Details0310-13-202220Water Quality Details0310-13-202221Water Quality Details0310-13-202222SWM Plan0504-10-202323SWM Details0310-13-202224Sanitary Sewer Profiles0411-15-202225Private Pump Station Details 26Storm Sewer Profiles & Computations0310-13-202227Waterline Profiles0411-15-202228Site Details0107-15-202229Frederick Water Details0107-15-202230VDOT Details0411-15-202231UPS Details 32Landscape Plan0604-19-202333Landscape Plan 34Lighting Plan0107-15-202235LIghting Details 36Trail Map0504-10-202337Proffers 38Proffers 39AutoTurn Entrance Exhibit0310-13-202204/19/2023 N/A2GENERAL NOTES AND LEGENDRev. No.Date0604-19-2023GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/03/2022TTC21-13392760HS151 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: # 38-22SP NUMBER: # 12-23LEGENDPROPOSED 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-26 (INSTR.# 030025588) (to be subdivided with this plan)Street Address:150 Norman DriveProject Site Area:63.11 AcresDisturbed Area:22.04 AcresCurrent Zoning:M1Current Use:Vacant/AgriculturalProposed Use:Warehouse BuildingPreviously Approved Plans:REZ #09-09; REZ #03-12; MDP #01-15, SP #38-22Maximum Building Height:60'Proposed Building Height:40'Required Setbacks Provided SetbacksFront:75'Front:114.77'Side:25'Side:203.54'Rear:25'Rear:57.00'Parking SetbacksProvided Parking SetbacksFront:25' Front:30.05'Side:5'Side:48.03'Rear:5'Rear:34.50'Sign Setbacks Provided Sign SetbacksFront:10'Front:10.8'Side:10'Side:202'Rear:10'Rear:945'Parking Spaces Required:1 Per 250 SF Office Floor Area 4,000 SF / 250 = 16 Spaces 1.5 Per Warehouse Employee 100 Emp. x 1.5 = 150 Spaces/Shift (Peak)Parking Spaces Required:166 SpacesTOtal Spaces Provided:168 SPACESADA Spaces Required:(Per Table 1106.1(1) of the 2015 Virginia Construction Code)7 SpacesADA Spaces Provided:7 SpacesLoading Spaces Required:1 Per 40,000 SF of Floor Area 83,800 SF / 40,000 = 2 SpacesLoading Spaces Provided:45 Spaces/DockFar Calculation:Total Lot Area = 11.146 Acres (485,520 SF) - "Lot 1A Only"Total Floor Area = 1.923 Acres (83,800 SF)Building Area/Lot Area = 0.17 < 1.0Open Space Calculations:Required - 25% =11.146 Acres * 0.25 = 2.79 Acres - "Lot 1A Only"Provided - 34.5% =3.85 AcresOutdoor Lighting:All lighting shall conform to section §165-201.07 of the zoning ordinanceSigns:All signs shall conform to §165-201.06 of the zoning ordinance.Site Sign Allowance - one (1) freestanding monument sign, not to exceed 15 feet (FT) in height and 100 square feet (SF) in size.Security:No guard shack or fencing proposed with this projectFIRE 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 1,590 GPDSANITARY SEWER DISCHARGE 1,590 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 EDITION155High-Cube Fulfillment CenterWarehouse - Sort83,800 sf6.44/ 1000 sf540FREDERICK COUNTY BUILDING INSPECTION NOTES1.Buildings shall comply with The Virginia Uniform Statewide Building Code (VUSBC) 2018, Sections 311, S Storage ofthe 2018 Virginia Building Code, the 2018 International Fire Code. Other Code that applies is ICC A117.1-3-09Accessible and Useable Buildings and Facilities, Virginia Mechanical Code 2018 and 2018 Virginia Energy Code.2.Proposed 83,800 sq ft building shall comply with height and area per T503 for type of construction or unlimited areafacilities (Section 507, Unlimited Area Buildings) and maintain an open perimeter of 60'. FDC located on the plans. Allstructural plans submitted for permit application shall be sealed by a VA Design Professional.3.All required exits shall meet ANSI A117.1-09 for accessibility and slopes. Northwest and southwest perimeter isprovided with exists at grade. Accessible parking and unloading is provided and appears to be incompliance with ANSIA117.1-09. Maximum travel distance per VBC to an exit is 400'. All required exits shall be accessible.4.Storage in racks exceeding 12' in height require a permit and shall comply with the International Fire Code. High pilestorage areas require fire department access around perimeter of the building. Access/doors shall not be spaced furtherapart than 125'.5.Public entrances into spaces larger than 3,000 sq ft shall be provided with a vestibule as detailed per ANSI A117.1-09.6.Special inspection requirements of Chapter 17 of VBC shall apply to this type of structure. (soils, compaction, concrete,steel, etc.)7.No gutters of other water shall discharge over walkways.V1. 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, 202204/19/2023 GRID MER ID IANVA NORTH ZONE NAD83XXXXXX X X X XXXX X X XXXXXXXXXXXX XXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXX X X X XXX XXX X X XXXXXXXXXXSSSXXXXXXXXX X XXXXXXXX XX X XXXXXX XXX XXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSX X X X X X X X X X X X X X X X X XXX XXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXFMFMFMFMFMFMWWWWWXXXXXXXXXXXXXXXLINEBEARINGDISTANCEL1S 39°42'35" W685.82'L2S 07°40'28" W777.53'L3N 41°44'13" W530.68'L4N 55°44'40" W509.43'L5N 55°44'40" W802.06'L6N 27°17'43" E854.29'L7S 81°29'29" E67.85'L8N 76°55'05" E85.66'L9N 83°41'59" E136.49'L10N 65°13'07" E125.67'L11N 85°38'42" E211.85'L12S 86°45'06" E77.88'L13N 84°17'42" E48.14'L14N 63°11'32" E303.67'L15N 65°59'03" E304.10'L16N 63°50'03" E219.05'L17N 71°59'41" E214.56'L18N 82°59'40" E123.42'L19S 87°14'09" E65.02'L20S 86°09'31" E52.44'L21S 22°39'51" W615.95'L22S 22°39'51" W117.31'EX140EX150EX141EX142EX143EX144EX145EX146EX147EX148EX149CURVERADIUSARC LENGTHCHORD LENGTHCHORD BEARINGDELTA ANGLETANGENTDEGREE OF CURVEC1224.54'125.54'123.92'S 23°41'32" W32°02'07"64.46'25°31'01"C2160.00'198.51'186.02'S 31°42'06" E71°05'09"114.31'35°48'36"C3679.66'202.20'201.46'S 31°11'13" W17°02'44"101.85'8°25'48"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: # 38-22SP NUMBER: # 12-23Rev. No.Date0107-15-2022EX140EX141EX142EX143EX144EX145EX146EX147EX148EX149EX150SURVEY 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 ENGINEERING03/10/202202/02/2022GREENWAY ENGINEERINGNA--BOUNDARY AND EXISTING TOPO GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 100'306/03/2022TTC21-13392760HSNOTES:1.PERMANENT IMPACTS TO WETLANDS NJW1, NJW2 AND NJW3APPROVED BY DEQ ON 10/18/2017, GENERAL PERMIT NUMBERWP4-17-0826. COMPENSATORY MITIGATION CREDITS OF 0.50 HAVEBEEN PURCHASED TO OFFSET THE IMPACTS.04/19/2023 X X X X XXXXXXXX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXWE 643.0XXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSX X X X X X X X X X XXX XXX XXXXXXXXXXXXXXXXXXXXXXFMFMFMFMFMFMFMFMFMFMWWWWWWWWWXXXXXXXXXXXXXXXSB#1B/MTS4170LP4000INVB/MSCCTSDVTEMPORARY STORMWATERCONVEYANCE CHANNELBYPASSGRID MER ID IANVA NORTH ZONE NAD83AREA TO SB #1DA=24.4 A.C.65065264864664464264264464664865065 4 65 4 65 0 65 0 64 2 64 2 AREA TO SCCCHANNEL BYPASSDA=13.04 A.C.674672674672674 674 676 676 676 678 678 676 678 680 6 8 0 682682680680682678 6 8 0 SAFLCGLCGLCGLCGLCGLCG670672670668672668670671^^^^^^^^^^^^^^^^^^^^^DO NOTDISTURBUNTIL E&SCONTROLSARE IN PLACEDO NOTDISTURBUNTIL E&SCONTROLSARE IN PLACEDO NOTDISTURBUNTIL E&SCONTROLSARE IN PLACE^^^^ ^ ^^^^^^^^^^^^^^^^^^ ^ ^ ^ ^^^^^^AREA TO ST #1DA=2.6 A.C.10' L x 6' W CLASS A1RIP-RAP OUTLETPROTECTION151 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: # 38-22SP NUMBER: # 12-23E&S OVERALL PHASE I INITIAL CLEARINGRev. No.Date0107-15-2022GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 100'406/03/2022TTC21-13392760HSNOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTEDWITH SOIL STABILIZATION BLANKETS (EC-2).2.UPON FINAL STABILIZATION OF THE SITE ANDAPPROVAL FROM THE E&S INSPECTOR THE SEDIMENTTRAP AND BASIN ARE TO BE REMOVED. CONTRACTORTO RETURN AREAS TO ORIGINAL CONTOURS, GROUNDCOVER AND DRAINAGE PATTERN3.SEE SHEET 6 FOR E&S COMPUTATIONSTEMPORARY GRAVELCONSTRUCTION ENTRANCETEMPORARY SEDIMENT TRAPROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.133.203.053.183.02LCGOPSTSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDING3.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDSTORMWATERCONVEYANCE CHANNEL3.17SCCTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGDIVERSION3.12DVCRITICAL AREA - EXISTING UNDERGROUND UTILITIES INTHE AREA (SANITARY SEWER AND GAS). CONTRACTOR TOLIMIT WORK IN THESE AREAS.DO NOT DISTURB DURING INITIALLIMITS OF CLEARING & GRADING^^^^^^TEMPORARYDIVERSION DIKE3.09DD04/19/2023 X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSX X X X X X X X X X X X X X FMFMFMFMFMFMFMFMWWWWWWWXXXSB#1B/MTS4170LP4000INVB/MSCCTSDVTEMPORARY STORMWATERCONVEYANCE CHANNELBYPASSGRID MERIDIANVA NORTH ZONE NAD83AREA TO SB #1DA=24.4 A.C.65065264864664464264264464664865065 4 65 4 65 0 65 0 64 2 64 2 DRY STORAGEWET STORAGEDESIGN HIGH WATER(25YR STORM) = 651.41'PRINCIPLE SPILLWAYAND RISERX-SEC "E&S-1"X-SEC "E&S-1"AREA TO SCCCHANNEL BYPASSDA=13.04 A.C.674672674672674 674 676 676 676678 678676 678 680 680 682682680680682678 680 SAFLCGLCGLCGLCGLCGLCGLCGAREA TO ST #1DA=2.6 A.C.670672670668672668670671DRY STORAGEWET STORAGE^^^^^^^^^^^^^^^^^^^^^^ ^^^^^^^^^ ^^ ^ ^ ^^^^DO NOT CLEAR AND GRUB THISAREA. ONLY REMOVE SEDIMENT ASNECESSARY UPSTREAM OF THEBASINDO NOT CLEAR AND GRUBTHIS AREA. ONLY REMOVESEDIMENT AS NECESSARY^^^^^^^ ^^^(100-YRSTORM) =651.92'EX. PVMT TO BEREMOVED151 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: # 38-22SP NUMBER: # 12-23E&S PHASE IRev. No.Date0107-15-2022GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 50'506/03/2022TTC21-13392760HSNOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTEDWITH SOIL STABILIZATION BLANKETS (EC-2).2.UPON FINAL STABILIZATION OF THE SITE ANDAPPROVAL FROM THE E&S INSPECTOR THE SEDIMENTTRAP AND BASIN ARE TO BE REMOVED. CONTRACTORTO RETURN AREAS TO ORIGINAL CONTOURS, GROUNDCOVER AND DRAINAGE PATTERN3.SEE SHEET 6 FOR E&S COMPUTATIONS4.SEE SHEET 26 FOR DITCH COMPUTATIONSTEMPORARY GRAVELCONSTRUCTION ENTRANCETEMPORARY SEDIMENT TRAPROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.133.203.053.183.02LCGOPSTSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDING3.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDSTORMWATERCONVEYANCE CHANNEL3.17SCCTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGDIVERSION3.12DVCRITICAL AREA - EXISTING UNDERGROUND UTILITIES INTHE AREA (SANITARY SEWER AND GAS). CONTRACTOR TOLIMIT WORK IN THESE AREAS.TEMPORARYDIVERSION DIKE3.09DD04/19/2023 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: # 38-22SP NUMBER: # 12-23E&S CALCULATIONSRev. No.Date GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 50'606/03/2022TTC21-13392760HSNOT TO SCALECHANNEL SECTION E&S-1 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT:8.65 CFS--3.22 FPS10 YR STORM EVENT:11.90 CFS0.78'--CHANNEL SLOPE 1.30%3:13:12'0.78'6'12'TRAPEZOID GRASS SWALEWITH NA GREEN SC150LINING OR APPROVEDEQUAL2' MIN. Area: 13.04 Acre C: 0.221 I-2yr: 3.00 in/hr (15 Min.)I-10yr: 4.13 in/hr (15 Min.)**DITCH COMPUTATIONS COMPLETED IN FHWA HYDRAULIC TOOLBOX 4.4 BUILD DATE: JUL 10, 20184'3:104/19/2023 X X X X X X X XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSX X X X X X X X X X X X X X FMFMFMFMFMFMFMFMWWWWWWWXXX7588EP75337643EP7568EP7480EP7419EP7643EP7455EP7612EP7708EP7461EP7576EP7576EP8050EP8050EP7375BP7745EP8020EP7987EP8100EP8100EP8050EP8017EP7838EP7720EP8013EP7930EP8100EP8100EP8100EP7895EP8015EP7999EP8020EP8011EP7997EP7960EP7967EP7950EP7892EP7884EP7902EP7764EP7756EP7774EP7956EP7970EP7956EP7896EP7882EP7896EP7940EP7917EP7895EP7869EP7828EP7842EP7828EP7768EP7754EP7768EP7704EP7712EP7694EP7636EP7629EP7646EP7756EP7607EP7628EP7620EP7598EP7576EP7675EP7640EP7726EP7752EP7778EP7797EP7810EP7809EP7797EP7781EP7762EP7750EP7803EP7914EP7914EP7951EP7933EP7954EP7981EP7954EP7914EP7920EP7856EP7985EP8100EP8100EP8100EP8100EP8100EP8044EP8100EP8004EP7944EP7849EP7747EP7458EP7590EP7505EP7470EP7659EP79067704EP7864EP7713EP7819EP7705EP7635EP7729EP7931EP7934EP7909EP7884EP7892EP7949EP7951EP78777919EP7943EP7896EP7866EP7837EP7842EP7873EP7935EP7953EP7645HP7519LP7740HP7550BP7900TOP7714EP7626EP7616EP8070EP8100EP8100EP7708EP7424EP7405EP7533753375337643EP74007451SW7471SW76007481SW7486SW7451SW7471SW7410SW7459TC73677444SW7464SW7433SW7453SW7390SW7440TC73817444SW7471TC7449SW7469TC7403SW7459TC7524SW8096EP8096EP8096EP8096EP8096EP8096EP8086EP8096EP7300730073007300770HP6400SS6600SS6600SS6600SS%1.075337643EP%1.0%2.0%2.0%2.0%2.0%2.07643EP%1.5%2.9%1.4%2.5%1.5%2.2%0.9%3.2%2.4%1.4%3.0%3.1 %2.0 %2.0 5720INV75275078747855EP7590EP7847EP%1.1%3.6674674674672670674672678676672674 680682672 674 676680676676678678680 680680680 6806 8 0 680680678678676678 676 674 672 670678676672674676 67 6674674674672.5672.56726746766746726766746 7 6 67 6671678676 678678 682678 680 6626646 5 8 6 6 0 6 6 2 6 6 4 6 6 6 6 6 8 6 7 0 6 7 2 666666664662660658668 670 672670 676676 658676 6806787739773977157700770077157684EP6786787649EP7726EPT10 YR WSE =EXTENT OF CLAYLINERPROP. STM ESM'TPROP.STMESM'T1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 016+0017+0018+0019+0020+0021+0021+30.50STMESMTSB#1B/MTS4170LP4000INVLCGLCGLCGLCGLCGLCGLCGLCG682682^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ ^^^^^^^^^ ^^ ^ ^ ^^^^^^^^^^ ^^^IPIPIPIPIPIPIPIPIPGRID MERIDIANVA NORTH ZONE NAD8367067267066867266867067165065264864664464264265 4 65 4 65 0 65 0 64 2 64 2 DRY STORAGEWET STORAGETO STR. #11DA=1.08 AC.C=0.90TO STR. #15DA=0.84 AC.C=0.90TO STR. #12DA=0.47 AC.C=0.81TO STR. #4DA=1.81 AC.C=0.30TO STR. #2DA=2.27 AC.C=0.76TO STR. #5DA=1.01 AC.C=0.62TO STR. #6DA=1.10 AC.C=0.60TO STR. #8DA=1.00 AC.C=0.60AREA TO ST #1DA=0.72 A.C.NOTE:E&S PHASE II DESIGN ASSUMES ADJACENT SITE BUILDOUT. LAYOUT AND GRADING PER TRADEPORT 81 SITE PLANCURRENTLY UNDER REVIEW AT COUNTYTO CC3DA=0.31 AC.C=0.90TO CC2DA=0.59 AC.C=0.86TO CC4DA=1.24 AC.C=0.59AREA TO SB #1DA=12.72 A.C.TO STR.#CC 1DA=0.19 AC.C=0.83DESIGN HIGHWATER ELEV. =649.50' (25 YR STM)DO NOT CLEAR AND GRUB THISAREA. ONLY REMOVE SEDIMENT ASNECESSARY UPSTREAM OF THEBASINDO NOT CLEAR AND GRUBTHIS AREA. ONLY REMOVESEDIMENT AS NECESSARY644646648650APPROX. LOC. TOPSOILSTOCKPILE AS NEEDEDAPPROX. LOC.TOPSOILSTOCKPILEAS NEEDED151 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: # 38-22SP NUMBER: # 12-23E&S PHASE IIRev. No.Date0504-10-2023GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 50'706/03/2022TTC21-13392760HSNOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2.UPON FINAL STABILIZATION OF THE SITE AND APPROVALFROM THE E&S INSPECTOR THE SEDIMENT TRAP ANDBASIN ARE TO BE REMOVED. CONTRACTOR TO RETURNAREAS YO ORIGINAL CONTOURS, GROUND COVER ANDDRAINAGE PATTERN3.BMPS SHALL NOT BE INSTALLED UNTIL THEIRRESPECTIVE DRAINAGE AREA IS COMPLETED ANDFULLY STABILIZED.4.REFER TO SHEET 30 FOR OUTLET PROTECTION COMPS5.REFER TO SHEET 6 FOR SEDIMENT TRAPCOMPUTATIONSTEMPORARY GRAVELCONSTRUCTION ENTRANCETEMPORARY SEDIMENT TRAPROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.133.203.053.183.02LCGOPSTSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDING3.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDSTORMWATERCONVEYANCE CHANNEL3.17SCCTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGDIVERSION3.12DVCRITICAL AREA - EXISTING UNDERGROUND UTILITIES INTHE AREA (SANITARY SEWER AND GAS). CONTRACTOR TOLIMIT WORK IN THESE AREAS.DO NOT DISTURB DURING INITIALLIMITS OF CLEARING & GRADING^^^^^^TEMPORARYDIVERSION DIKE3.09DD04/19/2023 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: # 38-22SP NUMBER: # 12-23MINIMUM 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: The project development will consist of construction of an industrial warehouse with relatedutilities, parking, and road roadways. The property is zoned M1 and is located on the south side of SnowdenBridge Boulevard approximately 0.5 miles east of U.S. Route 11 in Frederick County, Virginia. The total sitearea is 63.11 acres, of which approximately 22.04 acres will be disturbed for construction. The subject parcelwill be subdivided into three lots (1A, 1B & 1C) as part of this project. This site plan is for the development ofLot 1A.Date of construction: Construction will begin following plan approval and will take approximately twelve (12)months to complete.Existing site conditions: The site is currently vacant agricultural fields with areas of light scrub brush andwoods. The site is divided into two primary drainage areas draining west to east. All areas drain to tributaries ofHiatt Run. Typical slopes range between 2% and 30%. There is an existing stockpile in the northeast corner ofthe site and an existing SWM facility adjacent to Snowden Bridge Boulevard on the property. Threenon-jurisdictional PEM Isolated wetlands are located on the property. These wetlands have been approved byDEQ on 10/18/2017 under general permit number WP4-17-0826 to be permanently impacted.Adjacent areas: The site is bounded by Snowden Bridge Boulevard and industrial warehousing zoned M1 tothe north. The site is bounded by Vacant land and residential lots zoned R4 or RA to the east and west byvacant land zoned M1 currently designed as industrial warehousing. Bounded to the south by vacant land andthe Winchester Battlefields Visitor Center zoned RA.Offsite areas: No offsite areas proposed to be impacted by this project.Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet.Critical areas: This project area is bordered by existing underground utilities (sanitary sewer and gas) to thewest and north. Disturbance in these areas should be kept to a minimum and protected by safety fence asshown on the plan.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion andsediment control measures shall be constructed and maintained according to the minimum standards andspecifications of the Virginia Erosion and Sediment Control Handbook.Structural Measures:Phase I:Install Safety Fence (3.01) as shown on the plans to prevent access to critical areas.Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimize sedimentcarried onto roadway.Install silt fence (3.05) as shown on the plans to intercept and detain small amounts of sediment from disturbedareas during construction in order to prevent sediment from leaving the site.Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to the sedimenttrapping structures.Install diversion (3.12) as shown on the plans to reduce the slope length and to intercept and divert stormwaterrunoff to stabilized outlets at non-erosive velocites.Install Temporary Sediment Trap (3.13) as shown on plans to detain sediment-laden runoff from small disturbedareas long enough to allow the majority of the sediment to settle out.Install Temporary Sediment Basin (3.14) as shown on plans to detain sediment-laden runoff from disturbedareas in "wet" and "dry" storage long enough for the majority of the sediment to settle out.Install Stormwater Conveyance Channel (3.17) as shown to provide for the conveyance of concentratedsurface runoff water to a receiving channel or system without damage from erosion.Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.Install rock check dams (3.20) as shown on the plans to reduce the velocity of concentrated stormwater flowsand to trap sediment generated from adjacent areas or the ditch itself.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)and as needed to stabilize disturbed areas.Soil stabilization blankets & matting (3.36) shall be installed over steep 3:1 or greater cut and fills slope whichhave been brought to final grade and seeded to protect from rill and gully erosion.Phase II:Phase I controls shall remain into Phase II for the duration of the project or until drainage area is stabilized. ALLareas to be stabilized 100% prior to installation of bioretention basins.Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering storm drainagesystems prior to permanent stabilization of the disturbed area.Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4. Contractor shallredirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff tosediment traps or sediment basins.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater)and as needed to stabilize disturbed areas.Once site is fully built and stabilized sediment trap #1 and sediment basin #1 to be removed and areas to bepermanently seeded.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after finalgrade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) daysto denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days.Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year.Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporaryvegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded andmulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after constructionErosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to finalgrade and seeded to protect from rill and gully erosion.Management Strategies:Construction shall be sequenced such that grading operations will begin and end as quickly as possible.The site superintendent shall be responsible for the installation and maintenance of all erosion andsediment control measures. Maintenance of these measures throughout the project is critical to theeffectiveness of the program.After areas above controls have been stabilized, the controls shall be cleaned up and removed.Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seededand mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time.All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.Drainage swales shall be stabilized with check dams until vegetation has been well established, at whichtime the check dams shall be removed.Devices listed above are considered minimum erosion and sediment controls. Additional controlmeasures may be necessary due to contractor phasing or other unforeseen conditions. It is thecontractor's responsibility to provide additional measures to those shown, as needed, in order to controlerosion and contain sediment on site. All measures shall be installed according to the standards andspecifications in the Virginia Erosion and Sediment Control Handbook.Stormwater Management:Increased runoff from this development will be controlled by the Project's stormwater managementfacilities.Maintenance Program:All control measures shall be inspected daily by the site superintendent or his representative and within24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damagedstructural measures are to be repaired by the end of the day. Seeded areas shall be checked regularlyto ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as neededuntil grass is established.Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of byspreading on site.Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged bysediment, it shall be removed and cleaned or replaced immediately.The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition atall times.Erosion and sediment control program:Phase I1.Hold pre-construction meeting on site with inspector.2.Install construction entrance.3.Clearing and grubbing for sediment control devices only. (See sheet 4)4.Install silt fence first.5.Install by-pass channel first then install sediment trap #1 and sediment basin #16.Placement of sediment control devices.7.Obtain inspector's approval prior to beginning grading operations.8.Clear and grub main area of site protected by installed E&S controls. Only clear areas required forconstruction. See sheet 5.Phase II9.Rough grade remainder of site.10.Install drainage devices and stormwater management pond with sediment controls.11.Contractor to install riser pipes for Structures 2, 5, 6 & 8 to base of media with inlet protection toprovide drainage of BMP areas. (risers to be completed upon final stabilization of the site with BMPMedia)12.Once storm sewer run 1 - 8 is installed the temporary by-pass channel can be removed.13.As project progresses add inlet and outlet protection as shown on sheet 7.14.Final grading. (Note: excavation for bioretention areas is allowed, but no media is to be placed inthese areas until all drainage areas are stabilized. Compaction to be kept to a minimum in theseareas.)15.Restoration and stabilization of disturbed areas.16.Remove erosion and sediment control measures with the approval of the inspector. ALL areas to bestabilized 100% prior to installation of bioretention basins.17.After site is completed and stabilized install / finalize bioretention basins with media and plantings.Note: The Frederick County Public Works and Engineering Department retain the right to add and/ormodify these erosion and sediment control measures during the construction process, withinreason, to ensure adequate protection to the public and the environment.Seeding schedule (soil stabilization):11.All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.12.Spread topsoil at a minimum depth of four (4) inches.13.Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 squarefeet (2 tons per acre).14.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).15.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red TopClover.16.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored withcutback or emulsified asphalt applied at a rate of 200 gallons per acre.Dust control:1.Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet andrepeated as needed to control dust.E&S NARRATIVE & DETAILSRev. No.Date0107-15-2022GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAN/A806/03/2022TTC21-13392760HS04/19/2023 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: # 38-22SP NUMBER: # 12-23E&S DETAILSRev. No.Date GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAN/A906/03/2022TTC21-13392760HS04/19/2023 X X X X X X X X X XXXXXXXXXX X X X XXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSX X X X X FMFMFMFMFMFMFMFMWWWWWWW1799196262220241452037Level 2 BioretentionTM 44-A-26LOT - 1AZONE: M111.1463 acresLOADING DOCKDOOR (TYP)53'12'TYP.13'TYP.55'93'73'2 6 '60'SWMPOND40'9'TYP25' TYP9'TYP20' TYP9' TYP 24'24'24'24'24'60'60' CONCLOADING DOCK12'16.2'75' BRL25' BRL75' BRL48'93'55'64'35.00'57.00'203.54'CG-6RCG-6RCG-6RCG-6RCG-6R CG-6R CG-6R CG-6R CG-6R CG-6 CG-6 CG-6CG-6DUMPSTERACCESSSTAIRS (TYP)LIGHT FIXTURE(TYP)FIRE PUMPROOMDRIVE IN DOOR12' CONC DOLLY PAD (SEE NOTE)CG-6TPROPBOLLARD(TYP)MAIN ELECTRICALROOMCG-6TCG-6TCG-6CG-6TCG-6CG-6CG-6CG-6DRIVE IN DOORDRIVE IN DOORDRIVE INDOOR8' SHOULDER4' GRAVEL/4' GRASS(TYP)8' SHOULDER4' GRAVEL/4' GRASS(TYP)END STREETCONSTRUCTIONTYPE-III TRAFFICBARRIER W/ TYPE 4OBJECT MARKSR=5'R=5'R=5'R = 5 'R=5'R=5'R=5'R = 5 'R=8'R = 3 'R=3'R=8'R=8'R = 3 'R=3'R=8'R=8'R = 3 'R=3'R=8'R=8'R=4'R = 4 'R=8'R=4'R = 5 'R=15'R = 8 'R=5'R=5'R=8'R=5'R=5'R=32'R = 8 'R=5'R = 4 'R=8'R=25'4' CURB CUTSEE DETAIL SHEET 28CG-6RCG-2CG-6RCG-2CG-6R8' SHOULDER4' GRAVEL/4' GRASS(TYP)12'12'R=50'R=50' R=50'R=50'R=30'R=10'R=22' R = 5 3 ' R=8'R=10'R=10'R=52'R=10'MEET &MATCH EX.PVM'TLevel 1BioretentionLevel 1 Bioretention116.15'PROP. WAREHOUSE FACILITY83,800 SFAPPROX FFE = 681.00APPROX DOCK GRADE = 677.08 -3' 11"16'R=13'65'12'TYP.24.8'4' CURB CUTSEE DETAIL SHEET 284' CURB CUTSEE DETAIL SHEET 2812'12'65'PROPBOLLARD(TYP)R=5'Level 1BioretentionPROPOSEDGRAVEL PICNICAREA 12.0' x 40.8'(SEE NOTE 6)EPEPEP EPCG-6 EPEPEP2' CONCRETE DITCHSEE DETAIL SHEET 26PROPBOLLARD(TYP)PROPBOLLARD(TYP)PROP BOLLARD(TYP)PROPBOLLARD(TYP)R=32'280' SD280' SD280' SDWHEEL STOP(TYP)114.77'48.03'48.22'34.50'25' BRL 34.50'4 8 . 3 5 '30.05'LIGHTFIXTURE(TYP)9'TYP40' TYP40' TYP9'TYP9'TYP9'TYP9'TYP40' TYP20' TYP9'TYP40' TYP40' TYP20' TYP9'TYP20' TYPCURBTRANSITIONCG-6T TOCG-6RCURB TRANSITIONCG-6T TO CG-6173'PROP. 60' INGRESS/ EGRESS ESMT24'TM 44-A-26LOT - 1BZONE: M144.5558 acresADA PARKING SIGNSOFFICE SPACE(4,000 S.F.)6' CROSSWALKCURB TRANSITIONCG-6R TO CG-65' x 7' CONCPAD (TYP)10' S/W10' S/WR=10'TTRANSFORMERRAMP DOWNSIDEWALK ATCURB CUT (TYP)PACKAGE TRUCKDOOR (TYP)PACKAGE TRUCKDOOR (TYP)LIGHT FIXTURE(TYP)SEE PAVE11DETAIL SHEET 31R=8'10 YR WSE =EXTENT OF CLAYLINER3 0 0 '451'CG- 1 1CG-11PROP.MONUMENTSIGNPROP. STM ESM'TPROP.STMESM'T2 1 2 ' T A P ER CG-12PROP.DIRECTIONALSIGN12'PROP.DIRECTIONALSIGNCG-6 R=38'CG-6CG-6 4 8 '12'24'48'48' 24' 24'24'1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 016+0017+0018+0019+0020+0021+0021+30.50STMESMTEX. PVMTTO BEREMOVEDR=50'41'SITE DISTESMT18'280' SD SITE DISTESMT4:1 4 : 14:14:18' ASPHALT PEDESTR IAN TRA ILCONCRETESCUPPERSEE DETAILSHEET 28CG-12GRID MERIDIANVA NORTH ZONE NAD83 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: # 38-22SP NUMBER: # 12-23GEOMETRY PLANRev. No.Date0604-19-2023GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 40'1006/03/2022TTC21-13392760HSNOTES:1.CONTRACTOR SHALL CONFIRM LOCATION OF TRACTOR TRAILER CONCRETE DOLLY PADS WITH THEOWNER/DEVELOPER PRIOR TO CONSTRUCTION TO ENSURE LOCATION IS ACCEPTABLE.2.PROPOSED BUILDING MOUNTED SIGNS SHALL BE REVIEWED AND APPROVED WITH THE FREDERICK COUNTYBUILDING PERMIT. ANY BUSINESS SIGNS (FREESTANDING OR MONUMENT) SHALL BE REVIEWED AND APPROVEDBY FREDERICK COUNTY PLANNING DEPARTMENT PRIOR TO INSTALLATION.3.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATIONOF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUSTBE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.4.CROSS WALKS SHALL BE TYPE A CLASS I WHITE PAVEMENT MARKING. LONGITUDINAL LINES SHOULD BE 12 TO 24INCHES WIDE AND SEPARATED BY GAPS OF 12 TO 60 INCHES. THE DESIGN OF THE LINES SHOULD AVOID THEWHEEL PATHS IF POSSIBLE, AND THE GAP BETWEEN THE LINES SHOULD NOT EXCEED 2.5 TIMES THE WIDTH OF THELONGITUDINAL LINES.5.CROSSWALK SYMBOLS SHOWN ON THE PLAN ARE TO SHOW THE LOCATION OF THE PROPOSED CROSSWALKS.CROSSWALK MARKINGS ARE TO BE LONGITUDINAL WITH THE FLOW OF TRAFFIC AND SHOULD MATCH THE EXISTINGCROSSWALK MARKINGS IN THE INDUSTRIAL CENTER IF APPLICABLE.6.OWNER TO INSTALL 4 PICNIC TABLES PER A BUILDING WITHIN 30 DAYS OF OCCUPANCY FOR EMPLOYEE USE.7.PICNIC AREA SURFACE SHALL BE FIRM AND STABLE. A PICNIC AREA SURFACE RESISTS DEFORMATION BYINDENTATIONS. A STABLE PICNIC AREA SURFACE IS NOT PERMANENTLY AFFECTED BY WEATHER CONDITIONS ANDCAN SUSTAIN NORMAL WEAR AND TEAR FROM THE EXPECTED USES BETWEEN PLANNED MAINTENANCE.04/19/2023 X X X X X X X X X XXXXXXXXXX X X X XXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSX X X X X X FMFMFMFMFMFMFMFMWWWWWWWPROP. WAREHOUSE FACILITY83,800 SFAPPROX FFE = 681.00APPROX DOCK GRADE = 677.08 -3' 11"OFFICE SPACE(4,000 S.F.)T10 YR WSE =EXTENT OF CLAYLINERPROP. STM ESM'TPROP.STMESM'TSTMESMTBRD101RD102RD103RD104RD105RD106RD107RD108RD109RD110RD111RD112RD113EX150EX147EX148EX149EX147GRID MERIDIANVA NORTH ZONE NAD83OIL WATER SEPARATOR(SEE MEP PLANS)PROP45° BENDPROP FH ASBY 1 2 " WATER L INE "A "PROP 20' WIDEFREDERICKWATER ESM'T. 12" WATER LINE "A" 8" WATER LINE "B" 8" WATER LINE "C"PROP 8" x 6"TEE, 1-6" G.V.,FH ASSEMBLYPROP 20' WIDEFREDERICKWATER ESM'T.PROP 45' STUB W/FLUSHING ASSEMBLY.PRE-BLAST 25' FORFUTURE WATERLINECONNECTIONAPPROX. LOC. PROP.UNDERGROUND ELECTRIC(DESIGN & CONSTRUCTIONBY R.E.C)8" ROOF DRAIN W/INSERTA TEECONNECTION(TYP)1 0 + 0 011+001 2 + 0 0 1 3 + 0 0 1 4 + 0 015+0016+0017+0018+0019+0020+0020+47.5910+0011+0012+0013+0014+0010+0011+0012+00 13+00PROP 8" TEE3-8" G.V.PROP 2- 45° BEND 8" WATER LINE "D"PROP. ELECTRIC SERVICE, 4 - 4" CONDUITS, 2 FORINITIAL SERVICES AND 2 FOR FUTURE EV SERVICESEE DETAIL COMM-DUCTBANK01 SHEET 31PROP. CONDUIT SIZED FOR20KW LOAD EV SERVICELevel 2 BioretentionSTORMWATERMANAGEMENTPONDLevel 1BioretentionLevel 1 BioretentionLevel 1BioretentionPROP 8" x 6" TEE, 1-6" G.V.,FH ASSEMBLYPROP 12" x 8" TEE2-12" G.V., 1-8" G.V.PROP 12" x 8" TEE2-12" G.V., 1-8" G.V.PROP 8"x6" REDUCER,1 - 6" G.V.200' R 590' R235' RPROP 2- 45° BEND1-8" G.V.CONNECT TOEX. W/L STUBPROPBOLLARD(TYP)PROPBOLLARD(TYP)10+00SC 250 MATTING BY NAGREEN OR APPROVEDEQUIVALENTPROP 20' WIDEFREDERICKWATER ESM'T.PROP 20' WIDEFREDERICKWATER ESM'T.PROP FDCPRIVATE FWPROP 22 1/2° BENDPROP 45° BENDPRIVATEFORCE SEWERLATERAL (FSL)SAN PUMP STATION WITH TYPICALFLUSHING CONNECTION(SEE DETAIL SHEET 25)PROP FH ASBY,8"x6" REDUCER,1 - 6" G.V.PROP BOLLARD(TYP)8" ROOF DRAIN W/INSERTA TEECONNECTION(TYP)END OF PROP 20'FREDERICK WATER ESM'T.METER AND BACK FLOWPREVENTION INTERNAL TOBUILDING (SEE NOTE 2)AIR RELEASEVALVELIGHT FIXTURE (TYP.)PROVIDE 36" COVEROVER DUCT BANKWITHIN ACCESS ESM'TAIR RELEASEVALVEPROP. ELEC.UTILITY ESMTCROSS UNDERFREDERICK WATERESMT WITH ELECTRICWITHIN SLEEVEPROP 2-45° BENDAPPROX. LOC. PROP.UNDERGROUND GAS LINE(DESIGN & CONSTRUCTIONBY WASHINGTON GAS)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: # 38-22SP NUMBER: # 12-23Rev. No.Date0604-19-20231" = 40'1106/03/2022TTC21-13392760HSNOTES:1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FORREFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OFTHESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITYCOMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TODETERMINE THE BEST COURSE OF ACTION.2.1.5" DOMESTIC WATER METER AND 8" FIRE PROTECTION WATER METER ANDTHEIR ASSOCIATED BACK FLOW PREVENTION DEVICES ARE LOCATED WITHINTHE FIRE PUMP ROOM. THE FIRE PROTECTION WATER METER SHALL BE HPPROTECTUS III FIRE SERVICE METER. SEE MEP PLANS FOR DETAILS. BOTHMETERS, BACK FLOW PREVENTION DEVICES, AND AMR(AUTOMATED METERREADERS) DEVICES SHALL MEET FREDERICK WATER SPECIFICATIONS.INSTALLATION SHALL BE PER FREDERICK WATER'S INSPECTORSREQUIREMENTS.3.EXISTING INVERT INFORMATION PROVIDED ON SHEET 3.GREASE TRAP/ OIL WATER SEPARATOR NOTES:1.TANK SECTIONS SHALL BE BOLTED TOGETHER.2.WATERTIGHT BOLT DOWN FRAME AND COVERS REQUIRED.3.PENETRATIONS SHALL HAVE BOOTS.4.CONTRACTOR SHALL COORDINATE INSTALLATION ANDINSPECTIONS WITH BOTH FREDERICK COUNTY INSPECTIONSDEPARTMENT AND FREDERICK WATER.04/19/2023 X X X X X X X X XXX 676680XXXXXXXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSX X X X X X X X X X X 67 8 6806826766786806726746786766 7 4 672670672 67 4 676674676678680674676678680682 67667867468 0 682 6746626586606646666686646666706686626606626566586606646666 7 0 668662658660664666670668672668670666664 66265265465665866066466666867 0 67267 2 68 2 6786806 7 6 6 7 4 672684682680678676674 WWWWWWGRID MERIDIANVA NORTH ZONE NAD83PROP. WAREHOUSE FACILITY83,800 SFAPPROX FFE = 681.00APPROX DOCK GRADE = 677.08 -3' 11"OFFICE SPACE(4,000 S.F.)T10 YR WSE =EXTENT OF CLAYLINERPROP. STM ESM'TPROP.STMESM'T1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 016+0017+0018+0019+0020+0021+0021+30.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%1.075337643EP%1.0%2.0%2.0%2.0%2.0%2.07643EP%1.5%2.9%1.4%2.5%1.5%2.2%0.9%3.2%2.4%1.4%3.0%3.1 %2.0 %2.0 5720INV75275078747855EP7590EP7847EP%1.1%3.6674674674672670674672678676672674 680682672 674 676680676676678678680 680680680 680680 680680678678676678 676 674 672 670678676672674676 67 6674674674672.5672.56726746766746726766746 7 6 67 6671678676 678678 682678 680 6626646 5 8 6 6 0 6 6 2 6 6 4 6 6 6 6 6 8 6 7 0 6 7 2 666666664662660658668670672670 676676 658676 6806787739773977157700770077157684EP6786787649EP7726EPX-SEC "E&S-1"X-SEC "E&S-1" 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: # 38-22SP NUMBER: # 12-23GRADING PLANRev. No.Date0604-19-2023GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 40'1206/03/2022TTC21-13392760HSNOTES:1.SEE DETAIL EXTERIOR LANDING @ METAL BUILDING PEDESTRIAN DOOR SHEET31.4. REFER TO SHEET 26 FOR DITCH SECTIONS AND COMPUTATIONS.04/19/2023 X X X X X X X X X XXXXX X XXXXXXXXXXXXXXGRID MERIDIANVA NORTH ZONE NAD8310 YR WSE =EXTENT OF CLAYLINERPROP. STM ESM'TPROP.STMESM'T1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 016+0017+0018+0019+0020+0021+0021+30.50STMESMTKEEEEEEHHEBBBBHANDICAPPARKING (TYP)HFHLEX. PVMTTO BEREMOVEDRev. No.Date0310-13-2022GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 40'1306/03/2022TTC21-13392760HSMAIN DRIVEWAYS & DOCK AREAS - ASPHALT AREANOT TO SCALETYPICAL PAVEMENT SECTION #28.0" SUBBASE VDOT STD. 21BVDOT VTM-1 METHOD)AT OPTIMUM MOISTURE CONTENT(COMPACTED TO 95% DENSITYCOMPACTED SUBGRADEOF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.3.0" BM-25 BASE COURSE2" SM-12.5A SURFACE COURSEWAREHOUSE LOADING DOCK / DOLLY PADNOT TO SCALETYPICAL CONCRETE PAVEMENT SECTION #38" SUBBASE VDOT STD. 21B8" 4,000 PSI REINFORCED CONCRETEVDOT VTM-1 METHOD)AT OPTIMUM MOISTURE CONTENT(COMPACTED TO 95% DENSITYCOMPACTED SUBGRADEOF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.EMPLOYEE PARKING LOT - MAIN DRIVE ISLENOT TO SCALETYPICAL PAVEMENT SECTION #16.0" SUBBASE VDOT STD. 21B1.5" SM-12.5A SURFACE COURSEVDOT VTM-1 METHOD)AT OPTIMUM MOISTURE CONTENT(COMPACTED TO 95% DENSITYCOMPACTED SUBGRADEOF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.2" IM-19.0A INTERMEDIATE COURSEWITH 6x6W2.9/2.9 WWMPAVEMENT MARKING LEGENDLANE LINES (BROKEN) - WHITE, TYPE B, CLASS IMARKINGS, 4" WIDE x 10' LONG, SPACED 30'EDGE LANE LINES (SOLID) - WHITE, TYPE B, CLASS IMARKINGS, 4" WIDE LENGTH AS SHOWN ON PLAN.(OPTIONAL)CHANNELIZING LANE LINES (SOLID) - WHITE, TYPE B,CLASS I MARKINGS, 4" WIDE, LENGTH AS SHOWN ONPLANEXTENDED LANE LINES (DOTTED) - COLOR ASSHOWN, TYPE B, CLASS I MARKINGS, 4" WIDE x 2'LONG, SPACED 6'. (OPTIONAL) 8" WIDTH TO BE USED FOR EMPHASIS ATROUNDABOUT. (OPTIONAL)STOP BAR (SOLID) - WHITE, TYPE B, CLASS IMARKINGS, 24" WIDECROSSWALK LINES - WHITE, TYPE B, CLASS IMARKINGS, 12" WIDE x 6+' LONG, SPACED 18". SOLIDWHITE TRANSVERSE LINES PLACED PARALLEL TOONCOMING TRAFFIC.TYPE B, CLASS I WHITE PAVEMENT MARKING, 6"WIDE PARALLEL LINES SPACED 6 FEET APART.TYPE B, CLASS I PAINTED YELLOW DOUBLE LINEPAVEMENT MARKING, 4" WIDTH, SEPARATED BY A 4"SPACE, LENGTH AS SHOWN ON PLANTYPE B WHITE PAVEMENT MARKING, 24" WIDTH,LENGTH AS SHOWN, SPACED 6' . PLACED TO POINTTOWARDS ONCOMING TRAFFIC.TRIANGLE YIELD STRIPE (OPTIONAL)TYPE 3 BARRICADES - RETROREFLECTIVE RAILFACES WITH R11-2 "ROAD CLOSED" SIGN.TYPE B WHITE PAVEMENT MARKING, 24" WIDTH,LENGTH AS SHOWN,HASHES SPACED 12' ON CENTER, AT 45° ANGLE.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED TURN LANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED TURN LANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED TURN LANE ARROWABCDEGHIJKSIGNAGE AND PAVEMENT MARKING NOTES1. ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF EACH OFTHE FOLLOWING AND ANY REVISION THERETO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS.2. ALL SIGNS SHALL BE CONSTRUCTED FROM ENCAPSULATED LENS SHEETING.3. PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITHUNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE #1.4. FOR COLOR COMBINATIONS AND/OR LETTERING SIZE, REFER TO THE VIRGINIA SUPPLEMENT TO THE MUTCD.5. ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE COMPLETELYERADICATED.6. LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO INSURE THAT PROPOSEDPAVEMENT MARKINGS CONTINUE UNTIL EXISTING PAVEMENT MARKINGS CAN BE MATCHED.7. GENERAL SIGNAGE LOCATION: MEDIAN/SHOULDER SIGNS SHALL BE PLACED 12' FROM EP TO LEADING EDGE OF SIGN. CURBSIGNS SHALL BE PLACED 2' FROM FACE OF CURB TO LEADING EDGE OF SIGN. IF SIDEWALK IS PRESENT, LOCATE EDGE OF SIGNS 2FEET BEHIND EDGE OF SIDEWALK.8. UNLESS OTHERWISE NOTED, EXISTING SIGNS SHALL REMAIN IN EXISTING LOCATION.9. TYPE "F" MARKING TO BE INSTALLED AFTER TRAFFIC LIGHT INSTALLATION.10. ALL SIGNS AND MARKINGS SHALL BE REVIEWED IN THE FIELD WITH THE VDOT INSPECTOR PRIOR TO INSTALLATION.PAVEMENT PLAN 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: # 38-22SP NUMBER: # 12-23PAVEMENT SCHEMATIC (NTS)- 1 EMPLOYEE PARKING - MAIN DRIVE ISLE- 3 TYPICAL CONCRETE PAVEMENTTYPE III TRAFFIC BARRICADE NOTE:Standard:Stripes on barricade rails shall be alternating orange and white retroreflective stripes slopingdownward at an angle of 45 degrees in the direction road users are to pass. Barricade stripes shall be 6inch wide and shall be made of sheeting meeting the requirements in the Department of Transportation'sRoad and Bridge Specifications.The minimum length for a Type III Barricade shall be 48 inch. Each barricade rail shall be 8 to 12inch wide. Barricades used on freeways, expressways, and other high-speed roadways shall have aminimum of 270 sq. inch of retroreflective area facing road users.(Ref. WAPM 6F.63)F- 2 MAIN DRIVEWAYS & DOCK AREAS - ASPHALT AREA- 4 PRIVATE ACCESS DRIVENORMAN DRIVENOT TO SCALETYPICAL PAVEMENT SECTION #43.0" BM-25 BASEVDOT VTM-1 METHOD)AT OPTIMUM MOISTURE CONTENT(COMPACTED TO 95% DENSITYCOMPACTED SUBGRADEOF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.3.0" IM-19.0A INTERMEDIATE1.5" SM-12.5A SURFACE COURSE8.0" SUBBASE VDOT STD. 21BL04/19/2023 WWGRID MER ID IANVA NORTH ZONE NAD83PROP.STMESM'TSIGN TYPE MOD "D"PROP. HYDRANTSIGN TYPE"A"SIGN TYPE "C"SIGN TYPE MOD "D"SIGN TYPE MOD "D"SIGN TYPE "A"PROP. HYDRANT WITHSIGN TYPE "D"PROP. PAINTEDCURB TYP.PROP. PAINTEDCURB TYP.PROP. HYDRANT WITHSIGN TYPE "D"PROP FDCPROP. HYDRANT WITHSIGN TYPE MOD "D"SIGN TYPE MOD "D"SIGN TYPE MOD "D"SIGN TYPE "C"SIGN TYPE MOD "D"55.00'2 6 '48'93'55'35'24'65'27'93'51.75'44.6'LIFE SAFETY PLAN GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA 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: # 38-22SP NUMBER: # 12-23Rev. No.Date 1" = 50'1406/03/2022TTC21-13392760HS*THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY04/19/2023 670672676SSSSSSSSSSS XXXXXXXXXXX X 676 678 672 674678 676674672670672674676674674 676678674680 674672668670 672678680676674672674WWW WXXXX X X X X X X674 674674672670678676672674678680680678678676678676674672670678676672674676676674674674672.5672.5672674676674 672 676 674676676671678676658660662664666668670672668670672670676 676678678678END STREETCONSTRUCTIONTYPE-III TRAFFICBARRIER W/ TYPE 4OBJECT MARKS8' SHOULDER4' GRAVEL/4' GRASS(TYP)8' SHOULDER4' GRAVEL/4' GRASS(TYP)60'ACCESSESMTNORMAN DRIVE24'60'ACCESSESMT10+0011+0012+0013+0014+00PC15+0016+0017+00PT18+0019+0020+00PC21+0021+30.50212' TAPER300'48'48'CURVEARC LENGTHRADIUSDELTA ANGLECHORD BEARINGCHORD LENGTHC1318.81'550.00'33°12'44"N 05°21'48" E314.37'C298.18'275.00'20°27'17"N 11°44'31" E97.66'C1C2LINEBEARINGDISTANCEL1S 11°14'34" E464.35'L2N 21°58'10" E249.16'L1L2NORMAN DRIVE CENTERLINE CURVE TABLENORMAN DRIVE CENTERLINE LINE TABLE12'24'48'24'24'451'675.60676.33676.36676.14675.92675.70 675.48 675.27 675.17 675.20 675.36 675.63 675.93 676.23 676.53 676.83 677.13 677.36 677.38 677.17 676.75 676.10 675.24 674.23 673.21VC = 51.85K-Val = 11.79INFORMATION SHOWNFROM SNOWDEN BRIDGEBLVD EXTENSION PLAN,REV. DATE 6-22-1510+31.97 = PVC10+57.85 = PVI (ELEV = 674.60)10+00.00 = 31+00 C.L. INTX.SNOWDEN BRIDGE BLVD.10+92.00 = PVC = BEGIN CONSTRUCTION11+42.00 = PVI (ELEV = 676.61)11+92.00 = PVT COMPACT FILL PERGEOTECH STANDARDEXISTINGGRADE @ C/LPROP. GRADE@ C/LEXISTINGGRADE @ C/LPROP. GRADE@ C/LCOMPACT FILL PERGEOTECH STANDARD15+30.00 = PVI (ELEV = 674.91) 20+60.00 = PVI (ELEV = 678.09) EX. 18x30 STM XINGEX. 16" W/L XINGEX. 15" SANXINGAPPROX. LOC. EX. GAS LINE XING9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+00655660665670675680685655660665670675680685675.76674.90-2.01%2.39%0+83.73 = PVT -0.44%675.42676.39VC = 100.00SD = 285'K-Val = 35.3CREST = 11+76.51ELEV. = 676.430.60%14+30.00 = PVC 675.35 16+30.00 = PVT 675.51VC = 200.00SD = 1000'K-Val = 192.7SAG = 15+14.41ELEV. = 675.17-2.03%19+10.00 = PVC 677.19 22+10.00 = PVT 675.04VC = 300.00SD = 402'K-Val = 113.9CREST = 19+78.35ELEV. = 677.403:18" WL XING CONCRETEENCASEDDUCT BANK36"MIN.8" WL XING 36" STM XING CD-1CD-119+70.66 BEGIN CROWN RUNOFF (Lt) 20+07.66 BEGIN SUPER ELEVATION TRANSITION (Lr) 20+44.66 BEGIN FULL SUPER ELEVATION 10+92.00 = BEGIN RT EP TAPER13+00.79 = END RT EP TAPER13+42.92 = BEGIN RT EP TAPER 13+42.92 = END RT EP TAPER (12' OFF-SET FOR ENTRANCE) 15+30.10 = BEGIN RT EP TAPER (12' OFF-SET FOR ENTRANCE) 15+78.10 = END RT EP TAPER 19+37.81 = BEGIN RT EP TAPER 19+85.81 = END RT EP TAPER (12' OFF-SET FOR ENTRANCE) 21+09.32 = BEGIN RT EP TAPER (12' OFF-SET FOR ENTRANCE) 21+57.32 = END RT EP TAPER 21+40.50 = END STREET CONSTRUCTION TYPE-III TRAFFIC BARRIER W/ TYPE 4 OBJECT MARKS 37' (Lt)CROWNRUNOFF24.7'12.3'20+32.33 = PC 37' (Lr)SUPER ELEV.TRANSITIONPC FULL SUPER ELEV.(e=2.08%)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: # 38-22SP NUMBER: # 12-23ROAD PROFILESRev. No.Date0310-13-2022GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1506/03/2022TTC21-13392760HSAS SHOWNNOTES:1.TYPICAL SECTION BASED UPON VDOT ROAD DESIGN MANUAL - GEOMETRIC DESIGN STANDARDS URBANCOLLECTOR STREET SYSTEM (GS-7).2.STOPPING SIGHT DISTANCE AND INTERSECTION SIGHT DISTANCE BASED ON VDOT ROAD DESIGN MANUALAPPENDIX F - ACCESS MANAGEMENT DESIGN STANDARDS FOR ENTRANCES AND INTERSECTIONS.3.FOR TYPICAL PAVEMENT SECTION SEE SHEET 13.4.CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES THATMAY IMPACT DESIGNTYPICAL ROAD SECTION NORMAN DRIVE(GS-7 URBAN COLLECTOR STREET)30 MPH DESIGN SPEED(TO BE POSTED 25 MPH OR LESS)STATIONS: 13+00.79 - 13+42.92, 15+78.10 - 19+37.8112'4'12'CL-2.08%-2.08%LIMITS OF SUBBASEINGRESS/EGRESS ESM'T 4:1 SLOPE4'4'4'VARIES-5.0%-5.0%4:1 SLOPEGRASSSHLDR.-5.0%-5.0%4'4'GRAVELSHLDR.GRASSSHLDR.GRAVELSHLDR.1'MIN.UD-4 (TYP.) ORDAYLIGHTSUBGRADE1'MIN.UD-4 (TYP.) ORDAYLIGHTSUBGRADE2'MAX 2:1SLOPEINGRESS/EGRESS ESM'T60'PLAN VIEW1" = 50'04/19/2023 670670675675680680670670675675680680685685-60670670675675680680685685670670675675680680685685670670675675680680685685670670675675680680685685670670675675680680685685670675675680680685685665665670670675675680680685685665665670670675675680680670670675675680680685685665665670670675675680680685685665665670670675675680680685685665665670670675675680680685685665665010203040102030400102030401020304001020304010203040010203040102030400102030401020304067001020304010203040010203040102030400102030401020304001020304010203040010203040102030400102030401020304001020304010203040010203040102030400102030401020304012.0'25.2'8.0'16.0'8.0'16.0'60' ACCESS EASEMENT12.0'21.9'8.0'16.0'8.0'14.0'60' ACCESS EASEMENT12.0'18.6'8.0'16.0'8.0'14.0'60' ACCESS EASEMENT12.0'15.3'8.0'16.0'8.0'14.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'8.0'14.0'60' ACCESS EASEMENT12.0'13.3'8.0'16.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'11+0011+5012+0012+5013+0013+5014+0014+5015+0015+5017+5017+0016+5016+00-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%6:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%8:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%5:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%-5.0%-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%4:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERCLEARZONE-5.0%4:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%4:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%4:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%4:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%4:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDER-5.0%4:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDER-5.0%4:15012.7'CG-612.0'PROPENTRANCE12.0'CG-66.9'TRANSITION151 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: # 38-22SP NUMBER: # 12-23ROAD SECTIONSRev. No.Date0310-13-2022GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1606/03/2022TTC21-13392760HSH: 1" = 10'V: 1" = 5'04/19/2023 66566567067067567568068068568566566567067067567568068068568567067067567568068068568566566567067067567568068068568566566519+506706706756756806806856856656656706706756756806806856856656656706706756756806806856856656650102030401020304001020304010203040010203040102030400102030401020304001020304010203040010203040102030400102030401020304060' ACCESS EASEMENT12.0'12.0'8.0'16.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'60' ACCESS EASEMENT12.0'12.0'8.0'16.0'16.0'18+0018+5019+0019+5020+0020+5021+00-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%4:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%4:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%4:1-2.0%PROPOSED GRADEEX. GRADE-2.0%CLEARZONESHOULDERSHOULDERCLEARZONE-5.0%4:1-5.0%4:1-2.0%PROPOSED GRADEEX. GRADECLEARZONESHOULDERCLEARZONE-5.0%4:14:1-2.0%PROPOSED GRADEEX. GRADECLEARZONESHOULDER-5.0%4:1-2.0%PROPOSED GRADEEX. GRADE-0.72%CLEARZONESHOULDERCLEARZONE-5.0%4:1-2.0%3.0'TRANS.14.0'CG-6PROPENTRANCE12.0'13.1'-2.0%CG-6670675680685670675680685℄ CAR ENTRANCE 3.5' EYE HGT. 3.5' OBJ. HGT.280' SIGHT LINEPROP GRADECAR ENTRANCE & NORMAN DRIVE3.5' OBJ. HGT.280' SIGHT LINEPROP GRADE1+502+002+503+003+504+002+502+001+501+003+003+504+00SIGHT DISTANCE PROFILE0+000+501+001+502+002+503+003+504+004+505+005+506+006+50675680685675680685℄ TRUCK ENTRANCE 3.5' EYE HGT. 3.5' OBJ. HGT.280' SIGHT LINEPROP GRADETRUCK ENTRANCE & NORMAN DRIVE1+502+002+503+003+504+001+001+50SIGHT DISTANCE PROFILE6706706656706756806856656706756806859+5010+0010+5011+0011+50℄ 14+57.59 ACCESS ROAD = 10+00 ENTRANCE ACCESS ESM'TCAR ENTRANCE & NORMAN DRIVEPROFILE2.75%2.0%EXISTINGGRADE @ C/LPROP. GRADE@ C/L670675680685690670675680685690℄ 20+54.24 ACCESS ROAD = 10+00 ENTRANCE 3.6%2.0%1.1%EXISTINGGRADE @ C/LPROP. GRADE@ C/L9+5010+0010+5011+0011+50ACCESS ESM'TTRUCK ENTRANCE & NORMAN DRIVEPROFILE151 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: # 38-22SP NUMBER: # 12-23ROAD SECTIONS & SIGHT DISTANCE PROFILESRev. No.Date0310-13-2022GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1706/03/2022TTC21-13392760HSAS SHOWNNOTE:1.ENTRANCES OFF PRIVATE ACCESS DRIVE2.DESIGN SPEED IS 30 MPH04/19/2023 66466666867067267667868067667868068067 8 6806826766786806726746786766 7 4 672670672 67 4 676674676678680674676678680682 68268468268268267667867468 0 682 6746626586606646666686646666706686626606626566586606646666 7 0 668662658660664666670668672668670 67267 2 68 2 6786806 7 6 6 7 4 672684682680678676674 280' SD280' SD280' SDT10 YR WSE =EXTENT OF CLAYLINERPROP. STM ESM'TPROP.STMESM'T1 0 + 0 0 1 1 + 0 0 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 016+0017+0018+0019+0020+0021+0021+30.50STMESMTSITE DISTESMT280' SD SITE DISTESMT674674674672670674672678676672674 680682672 674 676680676676678678680 680680680 6806 8 0 680680678678676678 676 674 672 670678676672674676 67 6674674674672.5672.56726746766746726766746 7 6 67 6671678676 678678 682678 680 6626646 5 8 6 6 0 6 6 2 6 6 4 6 6 6 6 6 8 6 7 0 6 7 2 666666664662660658668 670 672670 676676 658676 680678678678688688688688 686686686684690 6 9 2 688 690 6886846866906886866826846826846866866886 8 8 688690684686684684682684680682684 6861RDDDBD.A.-A1STUDYPOINT #1STUDYPOINT #2D.A.-A2D.A.-A3D.A.-BBIORETENTIONLEVEL 1 BMP - B(2.58 ACRES)BIORETENTIONLEVEL 1 BMP - C(1.94 ACRES)BIORETENTIONLEVEL 1 BMP - D(3.25 ACRES)NOTE:WQ DESIGN ASSUMES ADJACENT SITE BUILD OUT. LAYOUT ANDGRADING PER TRADEPORT 81 SITE PLAN CURRENTLY UNDERREVIEW AT COUNTYD.A.-CDDDDDBGRID MER ID IANVA NORTH ZONE NAD83BIORETENTIONLEVEL 2 BMP - A(2.46 ACRES)18WATER QUALITY BMP MAP GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/03/2022TTC21-13392760HS151 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: # 38-22SP NUMBER: # 12-23Rev. No.Date0504-10-20231" = 50'SCALE: 1" = 50'5025050100VRRM PROJECT SITE AREA LIMITSPOST DEVELOPMENT/VRRMSPREADSHEET DRAINAGE AREALABELSVRRM SITE AREA TREATEDBY BMP DEVICES(BIORETENTION PONDS)BMP LEGENDD.A.A-D.A.EIMPERVIOUS AREA (BUILDINGS,ROADS, ETC.)SITE BOUNDARY (PARCEL)SOIL GROUPSOIL GROUP LETTERA, B, C, DNOTES:1.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA SHOWN HEREON SHALL BEMAINTAINED IN A FOREST/OPEN SPACE MANNER UNTIL SUCH TIME THAT AN AMENDED SWM PLAN ISAPPROVED BY THE VSMP AUTHORITY.2.THE PROTECTED FOREST/OPEN FOR RUNOFF REDUCTION COMPLIANCE SHALL REMAIN IN ANATURAL, VEGETATED STATE. HOWEVER THE FOLLOWING ACTIVITIES ARE ALLOWED: FORESTMANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVERECREATION (TRAILS), LIMITED BRUSH HOGGING.3.ALL AREAS THAT WILL ARE CONSIDERED FOREST/OPEN SPACE FOR RUNOFF REDUCTION SHALL BEPROTECTED WITH DOCUMENTATION THAT PRESCRIBES THE AREA WILL REMAIN IN A NATURAL,VEGETATED STATE. APPROPRIATE DOCUMENTATION INCLUDES: SUBDIVISION COVENANTS ANDRESTRICTIONS, DEEDED OPERATION AND MAINTENANCE AGREEMENTS AND PLANS, PARCEL OFCOMMON OWNERSHIP WITH MAINTENANCE PLAN, THIRD PARTY PROTECTIVE EASEMENTS, WITHINPUBLIC RIGHT-OF-WAY OR EASEMENT WITH MAINTENANCE PLAN, OR OTHER DOCUMENTATIONAPPROVED BY THE LOCAL PROGRAM AUTHORITY.POST DEVELOPMENT DIVIDE04/19/2023 19WATER QUALITY BMP DETAILS GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/03/2022TTC21-13392760HS151 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: # 38-22SP NUMBER: # 12-23Rev. No.Date0310-13-2022AS SHOWNNOTES:1.BMP FILTER MEDIA SHALL BE APPROVED BY A GEOTECHNICALENGINEER PRIOR TO INSTALLATION TO ENSURE ITS USE ASSUITABLE MATERIAL.2.THE CONSTRUCTION OF BMP FACILITIES SHALL BE INSPECTEDAND CERTIFIED BY A PROFESSIONAL ENGINEER.3.FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR4.SEE LANDSCAPE PLAN FOR PLANTINGS IN BIORETENTION AREASBIO-RETENTION BASIN SHALL BE CONSTRUCTED ONLY AFTER THE SITE WORK IS COMPLETE ANDSTABILIZATION MEASURES HAVE BEEN IMPLEMENTED. EXPERIENCE WITH BIO-RETENTION BASINSAND SOIL MEDIA FILTERS HAS DEMONSTRATED THAT BIO-RETENTION FILTERS MUST BEPROTECTED FROM ALL SEDIMENT LOADS.B.3.B SPECIFICATIONS FOR BIO-RETENTION1.MATERIAL SPECIFICATIONTHE ALLOWABLE MATERIALS TO BE USED IN BIO-RETENTION AREA ARE DETAILED IN TABLE 9.6,THIS SHEET2.FILTER MEDIATHE FILTER MEDIA SHALL BE A LOAMY SAND OR A LOAM SAND MIX WHICH IS GENERALLYCLASSIFIED AS A LOAMY SAND ON THE USDA TEXTURE TRIANGLE. THE MIXTURE SHOULDCONTAIN A MINIMUM OF 80-85% COURSE SAND BY VOLUME, 8-12% SOIL FINES, AND 3-5% ORGANICMATTER. THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS, OR OTHERSIMILAR OBJECTS LARGER THAN ONE INCH. NO OTHER MATERIALS OR SUBSTANCES SHALL BEMIXED OR DUMPED WITHIN THE BIO-RETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH,OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS. THE FILTER MEDIASHALL BE FREE OF BERMUDA GRASS, MUGWORT, NUTSEDGE, CANADA THISTLE, QUACKGRASS,JOHNSON GRASS, OR OTHER NOXIOUS WEEDS AS SPECIFIED UNDER COMAR 15.08.01.05.THE FILTER MEDIA SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA:pH RANGE5.2 - 7.0P-INDEX 10-30PHOSPHORUS 7-23 mg/kgCATION EXCHANGE CAPACITY (CEC)GREATER THAN 10INFILTRATION RATE 1-2 INCHES PER HOURVOID RATIO (VV/VT) (MIN)0.25ALL BIO-RETENTION AREAS SHALL HAVE A MINIMUM OF ONE TEST. EACH TEST SHALL CONSIST OFBOTH THE STANDARD SOIL TEST FOR pH, PHOSPHORUS, AND POTASSIUM AND ADDITIONAL TESTSOF ORGANIC MATTER, AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REQUIRED FROM THE SITESTOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED, THEN A TEXTURAL ANALYSIS SHALL BEPERFORMED FOR EACH LOCATION WHERE THE TOP SOIL WAS EXCAVATED.SINCE DIFFERENT LABS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTINGRESULTS SHALL COME FROM THE SAME TESTING FACILITY.SHOULD THE pH FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIMEOR (LOWER) WITH IRON SULFATE PLUS SULFUR.3.COMPACTIONIT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE BIO-RETENTIONAREA AND THE REQUIRED BACKFILL. WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE THEORIGINAL SOIL. IF BIO-RETENTION AREAS ARE EXCAVATED USING A LOADER, THE CONTRACTORSHOULD USE WIDE TRACK OR MARSH TRACK EQUIPMENT OR LIGHT EQUIPMENT WITH TURF TYPETIRES. USE OF EQUIPMENT WITH NARROW TRACKS OR TIRES, RUBBER TIRES WITH LARGE LUGS,OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCEDINFILTRATION RATES AND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY CONTRIBUTETO DESIGN FAILURE.COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE BIO-RETENTION FACILITY BY USING APRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLINGOPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGH THE 12 INCH COMPACTIONZONE. SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLYDO NOT TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF THE COMPACTION FROM HEAVYEQUIPMENT.ROTOTILL 2 TO 3 INCHES OF SAND INTO THE BASE OF THE BIO-RETENTION BEFORE BACKFILLINGTHE REQUIRED SAND LAYER. PUMP ANY PONDED WATER BEFORE PREPARING (ROTOTILLING)BASE.WHEN BACKFILLING THE TOPSOIL OVER THE SAND LAYER, FIRST PLACE 3 TO 4 INCHES OFTOPSOIL OVER THE SAND, THEN ROTOTILL THE SAND/TOPSOIL TO CREATE A GRADUATION ZONE.BACKFILL THE REMAINDER OF THE FILTER MEDIA TO THE FINAL GRADE.WHEN BACKFILLING THE BIO-RETENTION FACILITY, PLACE LIFTS 12" TO 18" THAT ARE LOOSELYCOMPACTED. DO NOT USE HEAVY EQUIPMENT WITHIN THE BIO-RETENTION BASIN. HEAVYEQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE BASIN TO SUPPLY SOILS AND SAND.GRADE BIO-RETENTION MATERIALS WITH LIGHT EQUIPMENT SUCH AS A COMPACT LOADER OR ADOZER/LOADER WITH MARSH TRACKS.4.PLANT MATERIALRECOMMENDED PLANT MATERIAL FOR BIO-RETENTION AREAS CAN BE FOUND IN AS NOTED ONTHIS SHEET AND IN THE SPECIFICATIONS..5.PLANT INSTALLATIONMULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2" TO 3". SHREDDED HARDWOODMULCH IS THE ONLY ACCEPTED MULCH. PINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE TOTHE PERIMETER OF THE BIO-RETENTION AREA DURING A STORM EVENT AND ARE NOTACCEPTABLE. SHREDDED MULCH MUST BE WELL AGED (6 TO 12 MONTHS) FOR ACCEPTANCE.ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT AND ON-SITESTORAGE. THE PLANT ROOT BALL SHOULD BE PLANTED SO 1/8th OF THE ROOT BALL IS ABOVEFINAL GRADE SURFACE. THE DIAMETER OF THE PLANTING PIT SHALL BE AT LEAST SIX INCHESLARGER THAN THE DIAMETER OF THE PLANTING BALL. SET AND MAINTAIN THE PLANT STRAIGHTDURING THE ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BED COVER AFTERINSTALLATION.TREES SHALL BE BRACED USING 2" BY 2" STAKES ONLY AS NECESSARY AND FOR THE FIRSTGROWING SEASON ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREEBALL.GRASSES AND LEGUME SEED SHOULD BE DRILLED INTO THE SOIL TO A DEPTH OF AT LEAST ONEINCH. GRASS AND LEGUME PLUGS SHALL BE PLANTED FOLLOWING THE NON-GRASS GROUNDCOVER PLANTING SPECIFICATIONS.THE TOPSOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL TO ADEQUATELY SUPPLYNUTRIENTS FROM NATURAL CYCLING. THE PRIMARY FUNCTION OF THE BIO-RETENTIONSTRUCTURE IS TO IMPROVE WATER QUALITY. ADDING FERTILIZERS DEFEATS, OR AT A MINIMUM,IMPEDES THIS GOAL. ONLY ADD FERTILIZER IF WOOD CHIPS OR MULCH ARE USED TO AMENDSOIL. ROTOTILL UREA FERTILIZER AT A RATE OF 2 POUNDS PER 1000 SQUARE FEET.6. UNDERDRAINSPLACE THE APPROPRIATE DEPTH OF #57 STONE ON THE BOTTOM, INSTALL THE PERFORATEDUNDERDRAIN PIPE, PACK #57 STONE TO THE TOP OF THE PIPE, ADD 3" OF CHOKER STONE,FOLLOWED BY A GEOTECH FILTER FABRIC FOR FILTER BETWEEN CHOKER STONE AND FILTERMEDIA.7. MISCELLANEOUS- THE BIO-RETENTION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGEAREA HAS BEEN STABILIZED.- LANDSCAPE CONTRACTOR TO MIX THE TREE AND SHRUB SPECIES TOGETHER FOR A MORENATURALIZED APPEARANCE.WATER QUALITY NOTE:BASED ON THE VIRGINIA REDUCTION METHOD FOR NEW DEVELOPMENTTHIS PROJECT WILL REQUIRE A PHOSPHOROUS LOAD REDUCTION 13.33Lb/yr. 10.53 LB/YR WILL BE MET THROUGH USE OF LEVEL 1 & LEVEL 2BIORETENTION BASINS. WATER QUALITY CREDITS WILL BE PURCHASEDFROM AN APPROVED WATER QUALITY BANK FOR THE REMAINING 2.78LB/YR REQUIRED BY THE VRRM SPREADSHEET.04/19/2023 6766726746786766 7 4 672X7350TOP27250SS7250SS7250SS7250SS6766INV7300SS7300SS7300SS1A10' GABIONWALL CHECKDAM (3'WX1'T)GRAVEL FILTERSTRIP @ 5%MAXGRASS FILTERSTRIP @ 5%MAXGRAVELFLOWSPREADER(CL A1)BMP- A - BIORETENTION LEVEL 24" PERF SCH 40 PVC U.D. (TYP)PRETREATMENT CELLGRASS FILTERSTRIP @ 5%MAXCO (TYP)CO (TYP)4" PERF SCH 40 PVC U.D. (TYP)PRETREA TMEN T CE L L674674674674672.5672.5674XXXXXXXXXXXX674676 6 7 4 21+006716INV7050TOP8BMP - D -BIORETENTIONLEVEL 1GRASS FILTERSTRIP @ 5%MAX4" PERF SCH 40 PVC U.D. (TYP)CO (TYP)67467467267067667467220WATER QUALITY DETAILS GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/03/2022TTC21-13392760HS151 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: # 38-22SP NUMBER: # 12-23Rev. No.Date0310-13-2022AS SHOWN402001020SCALE: 1" = 20'402001020SCALE: 1" = 20'BMP - A MATERIAL CROSS SECTIONNTSBMP #D MATERIAL CROSS SECTIONNTS·WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTEDUNTIL ALL UPSTREAM DRAINAGE IS FULLY STABILIZEDWITH PERMANENT GROUND COVER.·ALL ENGINEERED MEDIA BED AREAS SHALL BE PROTECTED WITH SILTFENCE UPON COMPLETION OF WATER QUALITY SWALE CONSTRUCTIONAND SHALL REMAIN IN PLACE UNTIL ALL UPSTREAM AREAS ARESTABILIZED WITH GRASS OR SOD.·FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR·SEE LANDSCAPE PLAN FOR PLANTINGS·ALL WATER QUALITY MEASURES SHALL BE INSPECTED AND CERTIFIEDBY A CERTIFIED ENGINEER DURING CONSTRUCTION.04/19/2023 67667267467 2 6 7 4 67667415+0016+0018+0019+0020+006616INV6816INV7050TOP7150TOP5679101314BMP - C -BIORETENTIONLEVEL 1BMP - B -BIORETENTIONLEVEL 1GRASS FILTERSTRIP @ 5%MAXGRASS FILTERSTRIP @ 5%MAXCO (TYP)CO (TYP)4" PERF SCH 40 PVC U.D. (TYP)4" PERF SCH 40 PVC U.D. (TYP)678676672674 678676 674 672 670678676672674672GRASS FILTERSTRIP @ 5%MAXGRASS FILTERSTRIP @ 5%MAX21WATER QUALITY DETAILS GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/03/2022TTC21-13392760HS151 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: # 38-22SP NUMBER: # 12-23Rev. No.Date0310-13-2022AS SHOWN402001020SCALE: 1" = 20'BMP - C MATERIAL CROSS SECTIONNTSBMP -B MATERIAL CROSS SECTIONNTS·WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTEDUNTIL ALL UPSTREAM DRAINAGE IS FULLY STABILIZEDWITH PERMANENT GROUND COVER.·ALL ENGINEERED MEDIA BED AREAS SHALL BE PROTECTED WITH SILTFENCE UPON COMPLETION OF WATER QUALITY SWALE CONSTRUCTIONAND SHALL REMAIN IN PLACE UNTIL ALL UPSTREAM AREAS ARESTABILIZED WITH GRASS OR SOD.·FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR·SEE LANDSCAPE PLAN FOR PLANTINGS·ALL WATER QUALITY MEASURES SHALL BE INSPECTED AND CERTIFIEDBY A CERTIFIED ENGINEER DURING CONSTRUCTION.04/19/2023 XXXXXXXXXXXXXX66867067267667 8680 6 7 8 680680 680XXXXXX X S S S S S SSSSSSSSSSSS XXXXXXXXXX X XXXXXXXXXXXXXXXXXX678680 682 6 7 6 678680 6726 7 4 678 676 674672 670672674676 674676678 680 67 4 676 678 68 0 682 68 2 684 682 682 682 676678674680682674 6626586606646666686 6 46666 7 0 6 6 8 6 6 2 6 6 0 662 656 658 660 664 666670668 66 2 65 8 66 0 66 4 66 6 670 66 8 672668 6 7 0 666 664 666662 65 2 654 65 6 65 8 66 0 664 66 6 6 6 8670672 672682678 680 676674672684682 680 678 676674FM FM FM WWWWW XX XXXXXXXXXXXXXGRID M E RI DI A N VA N O R T H Z O N E N A D 8 3 STUDY POINT #1 STUDY POINT #2 TC FLOW PATH TC FLOW PATH 682 682684686688 686684 688688688688688686 686 686 684 690692688690688684 686690 688 686 682 684 682 684 686 686 688 6886 8 8 69068 6 684 6861R PRE - 1 PRE - 2 NOTE: SWM DESIGN ASSUMES ADJACENT SITE BUILD OUT. LAYOUT AND GRADING PER TRADEPORT 81 SITE PLAN CURRENTLY UNDER REVIEW AT COUNTY 11.41 AC CN = 74 3.07 AC CN = 71 PROP. STM ESM'T 670 672 66 6 668 64464664865065265465665866066266466666867067267667 8680 676 6 7 8 680674 660660 680 680678680 682 6 7 6 678 680 6726 7 4 678 676 674 672 670672674676 674676678 680 67 4 676 678 68 0 682 68 2 684 682 682 682 676678674680682674 6626586606646666686 6 46666 7 0 6 6 8 6 6 2 6 6 0 662 656 658 660 664 666670668 66 2 65 8 66 0 66 4 66 6 670 66 8 672668 6 7 0 666 664 66 2666 664662 666664662 65 2 654 65 6 65 8 66 0 664 66 6 6 6 8670672 670 672 672682678 680 676674672684682 680 678 676674W WWWWW674 674 674 672 670 6 7 4 67 2 678676672674680 682 672674676680676676 678678680 680 680 680680 680 680680 678 678 676 678676674672670678 676 672 674 676 676674674 674 672.5 672.5 672674 676 674672676674 676676671 678676678678682678680 662 664658660662664666668670672666666664662 660658668670672 670676676 658676680 678 678 678 GRID M E RI DI A N VA N O R T H Z O N E N A D 8 3 10 YR WSE = EXTENT OF CLAY LINER PROP. STM ESM'T PROP. STM ESM'T PROP. STM ESM'T10+0011+0012+0013+0014+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 21+30. 5 0 STM ESMT STUDY POINT #1 STUDY POINT #2 TC FLOW PATH TC FLOW PATH 682686688 684682684686688 686684 688688688688688686 686 686 684 690692688690688684 686690 688 686 682 684 682 684 686 686 688 6886 8 8 69068 6 684 6866861R 682686688 684682684686688 686684 688688688688688686 686 686 684 690692688690688684 686690 688 686 682 684 682 684 686 686 688 6886 8 8 69068 6 684 6866861R POST - 1APOST - 2 POST - 1B NOTE: SWM DESIGN ASSUMES ADJACENT SITE BUILD OUT. LAYOUT AND GRADING PER TRADEPORT 81 SITE PLAN CURRENTLY UNDER REVIEW AT COUNTY 10.29 AC CN = 893.25 AC CN = 86 0.47 AC CN = 89 PART OF POST - 1B PROP. STM ESM'T PROP. STM ESM'T POST - 2B 0..33 AC CN = 90 64 0 PROP. STM ESM'T PROP. STM ESM'T PROP. STM ESM'T SWM PLANGRAYSTONE LOT 1ASTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: # 38-22 SP NUMBER: # 12-23 Rev. No.Date 05 04-10-2023 1" = 100' 22 06/03/2022 TTC 21-13 39 2760HS SITE BOUNDARY DRAINAGE AREA LABELS DRAINAGE DIVIDES DRAINAGE AREAS TREATED BY SWM DEVICE SWM LEGEND PRE-1, POST-1A DRAINAGE AREAS (UNCONTROLLED) Stormwater Management and Water Quality This existing 63.11 acre, M1, Site is currently vacant and covered in grass, brush and trees. The proposed development for the site includes a warehouse building, parking lot and loading docks, and associated SWM and WQ features. The land disturbance proposed within this plan will be 11.91 acres for the site construction and the installation of stormwater management and water quality features. An additional 10.13 acres will be temporarily disturbed for erosion and sediment controls. The area disturbed for erosion and sediment controls will be returned to pre development conditions. Pre-Development runoff from the site sheetflows to an existing swales that flow to the east side of site. Post-development stormwater compliance was achieved by directing a combination of on-site water and off-site water to a SWM Facility placed on the east side of the proposed access road. 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 existing conditions 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). MATCH LINE THIS SHEET MATCH LINE THIS SHEET 04/19/2023 NOTE: CLAY LINER NOT SHOWNFOR CLARITY. SEE PLAN VIEW &SCHEMATIC FOR LIMITS.10+00=EW-1 (27") INV OUT = 657.20 10+60= RISER STRUCTURE INV OUT = 657.50 (27") INV IN = 657.50 (4" ORFICE) 3:1 EMERGENCYSPILLWAY =664.00PHREATIC-LINEANTI-SEEPCOLLARS4.8' x 4.8'3:1100YR WSE=664.1610YR WSE=663.281YR WSE=661.00PROP. GRADETOP OF BERMELEV.=666.0010.0'EX. GRADE@ PIPE CLCONTROLLED FILL, SOILMATERIALS TO BE CERTIFIEDBY GEOTECHNICAL ENGINEER- EMBANKMENT TO BECONSTRUCTED WITH CLAYCORETOP=662.95CUT-OFF TRENCH SEEDETAIL THIS SHEET30' CL. A1RIP-RAP6506556606656706756806506556606656706756809+009+5010+0010+5011+0011+5012+0012+50173:160'-27" RCP CL. IIIASTM C-361 (RUBBERGASKETS W.T.JOINTS) @ 0.50%TOP=660.70 164:1 11+41.7469W W W 10+0010+02.6110+24.3710+86.6611+0011+39.0112+0013+00SSSSSSSSSSSSS674672670674662658660664666668664666670668662660676674672300'PROP.MONUMENTSIGN48'13+004:16400SS6600SS6600SS6600SS5720INV662664658660662664666668670672666666664662660658658AA10 YR WSE =EXTENT OF CLAYLINERSWMPONDSWM DETAILS GRAYSTONE LOT 1A 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: # 38-22SP NUMBER: # 12-23Rev. No.Date0310-13-2022AS SHOWN2306/03/2022TTC21-13392760HS2 YR WS ELEV. = 662.00 FTINV. = 657.50'TOP OF BERM = 666.00100 YR WS ELEV. = 664.16 FT10 YR WS ELEV. = 663.28 FT60' - 27" RCP CL. IIIASTM C-361 (RUBBERGASKETS W.T.JOINTS) @ 0.50%STORMWATER MANAGEMENT BASIN OUTFALL - PRINCIPAL RISER SECTIONNTSPRINCIPAL RISER = 662.95'STORMWATER MANAGEMENTBASINPRINCIPAL RISER PLAN VIEWNTSPLASTIC SOLUTIONS INC. PYRAMIDSTORMRAX, PART #PPYD-48 RISER STRUCTUREPER AASHTO M199 -4' DIAMETER01/15/162'X2'X6" CONCRETE SLAB FOR ORIFICE GRATEINV. = 657.20'2'X2'X6" CONCRETE SLABFOR ORIFICE GRATEHEAD WALLBOLT TRASH RACK TO STRUCTURE PER MANUFACTURES SPECSPLASTIC SOLUTIONS INC. PYRAMID STORMRAX,PART #PPYD-48 W/ ANTI-VORTEX PLATEEARTHEN BERM3.05' THICK MIN.FOR BUOYANCY3:1 SIDE SLOPE 3:1 SIDE SLOPE10' WIDE4' Ø RISER STRUCTURE PER AASHTO M199PLASTIC SOLUTIONS STORMRAX FLUSHMOUNT DEBRIS CAGE AND HDPE PLATEEX. GRADEPROPOSED OUTLETPROTECTION = 18"DEEP CL. AI DRY RIPRAP30' APRON LENGTH1" DIA. STEEL RODDOWEL @ 4" O.C.CONNECTING THERISER AND SLABOPEN ORIFICE1 YR WS ELEV. = 661.00 FT4" LOW FLOW ORIFICE = 657.50' TOP OF WEIR = 664.00WEIR LENGTH = 10'ANTI-SEEP COLLAR DESIGN1. DEPTH OF WATER AT PRINCIPAL SPILLWAY CREST (Y) = 9.0 FT2. SLOPE OF UPSTREAM FACE OF EMBANKMENT (Z) = 3:1 SLOPE3. SLOPE OF PRINCIPLE SPILLWAY BARREL (Sb) = 0.50% SLOPE4. LENGTH OF BARREL IN SATURATED ZONE (Ls) = 30.6 FT5. NUMBER OF COLLARS REQUIRED (FROM PLATE 3.14-12) = 2 COLLARS COLLAR DIMENSIONS - 4.8'x4.8'STORMWATER MANAGEMENT BASIN #1 - BERM CROSS SECTIONNTSNOTES:1. PHREATICLINE COMP 10 YR STM ELEV = 663.47' LINE LENGTH @ 4:1 = 30.6' 45' TO TOE, DOES NOT CROSS BANK ABOVE TOE,NO DRAINAGE SYSTEM REQUIRED2. DISCHARGE PIPE SHALL BE BEDDED ANDBACKFILLED WITH FINE GRAINED SOILS. FINEGRAINED SOILS SHALL HAVE STONE 1" OR LESS INDIAMETER FOR A MINIMUM OF 2' AROUND PIPE INAREAS OF BACKFILL.TOP OF BERMELEV. = 666.0010'4" TOPSOILCOVEREX. GRADE4'STM STRUCTURE(SEE DETAIL)12.5'3:13:1HOMOGENEOUS FILLCOMPACTED TO 95% MAX.DENSITY4'1:11: 1 DISCHARGE PIPE4:16'8'20'CONCRETE ANTI-SEEPCOLLAR (4.8'x4.8')CUTOFF TRENCH,4' DEPTH, TOP @10YR WSETOP ELEV. = 663.2612.0'1:11: 1 4'PHREATICLINECLAY LINER NOTES:1.A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES ANDSHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.2.A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BEPLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEEDMIXTURE (REFER TO VESCH, 1992 EDITION).3.A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINERTYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDEDVERIFYING THE LINER MATERIAL'S PERFORMANCE.2' CLAY LINER WITH 6" TOPSOIL CAPTERMINATELINER @ 10-YRWSEBMP 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 plateLAYOUT SECTION A-ANOTES:1.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROMGEOTECHNICAL REPORT.2.PROPOSED SWM BASIN IS A DRY EXTENDED DETENTION POND.3.THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALLOPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS THE TOP OF THE RISER.4.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY AGEOTECHNICAL ENGINEER OR CONSTRUCTION INSPECTOR.5.EMBANKMENT CONTROLLED FILL (SOIL MATERIALS) TO BE CERTIFIEDBY A GEOTECHNICAL ENGINEER.6.REFER TO GENERAL NOTES - PERMANENT SWM EMBANKMENT NOTESON SHEET 2.7.PHREATIC LINE DOES NOT CROSS THE TOE OF THE EMBANKMENTTHEREFORE NO DRAINAGE SYSTEM IS REQUIRED.8.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS.FINE GRAINED SOILS SHALL HAVE STONE 1" OR LESS IN DIAMETERFOR A MINIMUM OF 2' AROUND PIPE IN AREAS OF BACKFILL.9.CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE AND 1:1SIDE SLOPES. CLAY CORE ONLY NEEDED IN FILL AREAS AND AREASDISTURBED WITH INSTALLATION OF THE PROPOSED STORM PIPES.04/19/2023 680XXXXXXXXXXXXXSSSSSSSSSSS680682680682FMFMFMFMFMMH-CPS-BEX-150SAN PUMP STATIONWITH TYPICALFLUSHING CONNECTION(SEE DETAIL SHEET 25)PRIVATEFORCE SEWERLATERAL (FSL)OIL WATER SEPARATOR(SEE MEP PLANS)6" GRAVITY SANITARY(SEE MEP PLAN)6" GRAVITY SANITARY(SEE MEP PLAN)4" GRAVITY SANITARY(SEE MEP PLAN)SANITARY FORCE MAIN TO BLDG 9+009+5010+0010+5011+0011+5012+0066066567067568068569069566066567067568068569069510+63.80 = SAN. MH INV OUT = 673.59 INV IN = 673.90 (6") TOP = 685.41 TOP = 682.00 TOP = 680.44 MH-CPS-BEX-15010+00.00 = EX MH-A150 INV. OUT = 676.43 (15" GRAVITY) INV. IN = 676.93 (1.25" FM)45.40'8" SDR 35/26@ 1.0%FFE=681.00'BLDGBLDG FACE TWO-WAY CLEANOUT ONGRADE PER MEP PLAN20.00'4" SDR 35/26@ 2.0%10+18.40 = PUMP STATION E W/ FLUSHING STATION INV IN = 673.14 8.8' PRIVATE 2"200 PSI COPPERTUBE SIZEPOLYETHYLENETUBING FORCEDSEWERLATERAL (FSL)INV IN = 673.90 (4") INV IN = 674.31 (4")EX. GRADEPROP. GRADE9.6' PRIVATE1.25" SCH 40PVC FORCEDSEWERLATERAL (FSL)10+08.80 = CLEANOUT & 1.25" - 2" REDUCER 24SANITARY SEWER PROFILES STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/03/2022TTC392760HS151 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: # 38-22SP NUMBER: # 12-23Rev. No.`0411-15-2022GRAYSTONE LOT 1A21-13NOTES:1.EXISTING MANHOLE TO BE CORE DRILLED AND A KOR-N-SEAL BOOT INSTALLED FOR SANITARY PIPECONNECTION TO MANHOLE.2.EXISTING MANHOLES HAVE RAVEN INTERIOR COATINGS. PROPOSED PENETRATIONS TO COATED MANHOLESHALL REQUIRE COATING CERTIFIED BY ORIGINAL INSTALLER/MANUFACTURER.3.EXISTING SANITARY SEWER SHOWN FROM PLAN "SANITARY SEWER FOR GRAYSTONE COMMERCE CENTERAND STEPHENSON VILLAGE" DATED 11/24/207 WITH REVISION DATE 10/3/2018 AND AS-BUILT.4.PRIVATE FORCED SEWER LATERAL MAIN MINIMUM SIZE 2" PER FREDERICK WATER. FREDERICK WATERACKNOWLEDGES THE COMPUTATIONS CALL FOR A SMALLER FORCE MAIN DIAMETER AND ACCEPTS THE 2"LINE SIZE.AS SHOWN04/19/2023 25PRIVATE PUMP STATION DETAILS STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/03/2022TTC392760HS151 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: # 38-22SP NUMBER: # 12-23Rev. No.Date GRAYSTONE LOT 1A21-13PUMP STATION NOTES:1. PUMP STATION DESIGNED WITH MAXIMUM FLOW INTENT OF 1,590 GPD. LESS THAN 2,000GPD REQUIRES A RELIABILITY CLASS II DESIGNATION. AN EMERGENCY PUMPCONNECTION HAS BEEN PROVIDED ON THE FORCE MAIN LINE. OWNER SHALL ENSUREOPERATION INCLUDES ACCESSIBILITY TO A PORTABLE BATTERY OR GAS POWERED PUMPTO UTILIZE DURING POWER OUTAGES OR TO SHUT DOWN OPERATIONS DUE TOPOSSIBILITY OF SEWER OVERFLOW.PRIVATE SEWER DETAILS AND CALCULATIONSAS SHOWN04/19/2023 202.99' - 30" ADS N-12 @1.00%126.04' - 24" ADS N-12 @0.60%274.31' - 24" ADS N-12 @0.50%4" PERFORATEDUNDERDRAIN @ 0.0%BIORETENTION - DBIORETENTION - CBIORETENTION - BBIORETENTION - A4" PERFORATEDUNDERDRAIN @ 0.0%4" PERFORATEDUNDERDRAIN @ 0.0%4" PERFORATEDUNDERDRAIN @ 0.0%EXISTINGGRADEPROPOSEDGRADEEXISTINGGRADEPROPOSEDGRADEHGLHGL8" WL XING 8" WL XING12" WL XING15' CLASS IRIP-RAP9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0065065566066567067568065065566066567067568012567810+16.96 = ES-1 (36")INV OUT = 658.0011+75.03 = DI-7 -TYPE IIIINV OUT = 659.75INV IN = 660.25 (30")INV IN = 661.50 (15")13+78.02 = DI-7 -TYPE III 15+26.82 = DI-7 -TYPE III 16+52.86 = MH-1 INV OUT = 664.63 INV IN = 664.83 19+27.17 = DI-7 -TYPE III INV OUT = 666.20 TOP = 673.50TOP = 670.50 TOP = 671.50 TOP = 672.21 TOP = 670.50STORM STR. 1 TO STR. 8INV OUT = 658.00 148.80' - 30" ADS N-12 @0.60%INV OUT = 662.28INV IN = 662.48 INV OUT = 663.37 INV IN = 663.87 6" ELEC XING10YRWSE=663.28CONCRETEENCASEDDUCT BANK93.29' - 36" RCP III @1.00%64.79' - 36" RCP III @0.96%1A0+93.29 = MH-1 INV OUT = 658.93INV IN = 659.13 TOP = 673.7180.12' - 18" ADS N-12 @0.50%303.38' - 18" ADS N-12 @0.50%EXISTINGGRADEPROPOSEDGRADEHGL8" WL XING5' CLASS AIRIP-RAP9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+50STORM STR. 13 TO STR. 1566066567067568068566066567067568068513141510+00.00 = ES-1 (18") INV OUT = 671.0010+80.12 = MH-1 INV OUT = 671.40INV IN = 671.6013+83.50 = MH-1INV OUT = 673.12 TOP = 671.57 TOP = 680.17TOP = 676.89RD107RD108RD109RD110RD111RD112RD1133:1226.00 ' - 15 " ADS N -12 @5 .21%120.76' - 15" ADS N-12 @1.26%EXISTINGGRADEPROPOSEDGRADEHGL9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0065566066567067568068569065566066567067568068569023410+00.00 = DI-7 -TYPE III INV OUT = 659.75 INV IN = 661.50 (15") INV IN = 660.25 (30") 12+26.00 = MH-1 INV OUT = 673.28 INV IN = 673.48 13+46.76 = DI-7 -TYPE III INV OUT = 675.00 TOP = 673.50 TOP = 679.28 TOP = 679.00STORM STR. 2 TO STR. 489.52' - 24" ADS N-12 @1.00%249.67' - 18" ADS N-12 @0.79%87.81' - 15" ADS N-12 @1.00%HGL8" WL XING10' CLASS AIRIP-RAP9+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+50665670675680685690665670675680685690910111210+00.00 =ES-1 (24") INV OUT = 670.0010+89.52 = MHINV OUT = 670.90INV IN = 671.4013+39.18 = MH-1INV OUT = 673.37INV IN = 673.8714+26.99 = DI-1INV OUT = 674.75 TOP = 670.00 TOP = 680.24TOP = 680.24TOP = 678.95STORM STR. 9 TO STR. 12RD101RD102RD106RD103RD104RD105 EXISTINGGRADEPROPOSEDGRADEELEC XING GASXING 6656706756806856656706756806859+5010+0010+5011+00CULVERT STR 18 - STR 1910' CLASS AIRIP-RAP18190+00.00 = INV OUT = 673.11 0+26.65 = INV IN = 673.38 26.65' - 12" ADS N-12W.T. JOINTS @ 1.00%PROP.GRADEEX. GRADESTORM SEWER PROFILES & COMPUTATIONS GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA 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: # 38-22SP NUMBER: # 12-23Rev. No.Date0310-13-20222606/03/2022TTC21-13392760HSV: 1" = 5'H: 1" = 50'**DITCH COMPUTATIONS COMPLETED IN FHWA HYDRAULIC TOOLBOX 4.4 BUILD DATE: JUL 10, 2018NOT TO SCALEX-SEC "E&S-1" PEAK FLOW DEPTH VELOCITY2 YR STORM EVENT: 5.114 CFS -- 5.08 FPS10 YR STORM EVENT: 7.06 CFS 0.40' --CHANNEL SLOPE 1.1%3:13:12.0'1.0'8.0'TRAPEZOIDCONCRETECHANNEL (PG-5) Area: 2.63 Acre C: 0.64 I-2yr: 3.02 in/hr (15 Min.)I-10yr: 4.17 in/hr (15 Min.)0.4'04/19/2023 6606656706756806606656706756809+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+00WATERLINE "A"20+5065565510+00= CONNECT TO EX. STUB TEST PIT10+02.61= 45° BEND10+24.37= 45° BEND10+46.24= EX. 15" SAN. XING 18"MIN.APPROX. LOCATION EX. GAS LINE XING 4'MIN.10+00CONTRACTOR TO FIELDVERIFY AS-BUILT CONDITIONSOF EXISTING UTILITIES PRIORTO START OF CONSTRUCTION10+31.95= AIR RELEASE VALVE TEST PITELEC XING2 - 6" SLEEVES 18"MIN.15+90.15= 12" X 8" TEE W/L "B" 2 - 12" G.V., 1 - 8" G.V. 20+02.60= 12" X 8" TEE W/L "C" 2 - 12" G.V., 1 8" G.V. 20+47.59= END W/L STUB 36" STM XING 4'MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LPROP.GRADE @PIPE C/LSTUB TO BE TERMINATEDWITH MJ CAP AND FLUSHINGASSEMBLY AS REQUIRED BYFREDERICK WATER12" W/L DIP CL 524'MIN.EX. GRADE@ PIPE C/L20+20.78= AIR RELEASE VALVECONCRETEENCASEDDUCT BANK18"MIN.10+86.66= 45° BEND11+39.01= 45° BEND PROP.GRADE @PIPE C/L21+00APPROX. LOCATION EX. VERIZON XING TEST PIT30" STMXING 24" STM XING11+02.00 = 8"x6" TEE, 1-6" G.V.,FH ASSEMBLY 8" W/L DIP CL 5214+49.78 = 8"x6" REDUCER, 1 - 6" G.V. 10+00= 12" X 8" TEE W/L"A" 2-12" G.V., 10+00= 12" X 8" TEE W/L/"A"2 - 12" G.V., 1 8" G.V. 24" STM XING EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L13+48.04 = 1-45° BEND 11+83.57= 8" TEE W/L "D" 3 - 8" G.V. 12+34.59= 8"X6" TEE, 11+12.88 = 22 1/2° BEND14+05.92 = 45° BEND 10+00= 8" TEE W/L "C" 3 - 8" G.V. 10+79.32 = 45° BEND 10+86.39 = 45° BEND, 1-6" G.V.COMPACT FILL TO 95%MAXIMUM DRY DENSITYPER ASTM D69818" STM XING 18"MIN.665670675680685665670675680685WATERLINE "B"9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00660660WATERLINE "C"9+5010+0010+5011+0011+5012+0012+5013+0013+5014+006656706756806856656706756806856606606656706756806856906656706756806856901-6" G.V., FH ASSEMBLY 9+5010+0010+5011+0011+50WATERLINE "D"BLDG FACE FFE = 681.0'14+64.28 = FH ASSEMBLY 4'MIN.4'MIN.18"MIN.8" W/L DIP CL 52 13+81.76 = 8"x6" REDUCER, 1-6" G.V., FH ASSEMBLY 1 8" G.V.18"MIN.8" W/L DIP CL 524'MIN.END OF FREDERICKWATER EASEMENT(1' OFF BLDG FACE)FW OWNERSHIP PRIVATE OWNERSHIPCONCRETEENCASEDDUCT BANK18"MIN.8" W /L D IP CL 52RESTRAINTJOINTS (TYP.)4'MIN.ELECXING WATERLINE PROFILES GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VARev. No.Date0411-15-20222706/03/2022TTC21-13392760HSV: 1" = 5'H: 1" = 50'151 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: # 38-22SP NUMBER: # 12-23NOTE:1.ALL RESTRAINT JOINTS 20' MINIMUM INTO ORIGINAL GROUND04/19/2023 SITE DETAILS GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA 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: # 38-22SP NUMBER: # 12-23Rev. No.Date0107-15-2022N/A2806/03/2022TTC21-13392760HS2" LOCALIZEDDEPRESSION2. EXPANSION JOINT FILLER SHALL BE1/2" BITUMINOUS TYPE PREFORMEDEXPANSION JOINT FILLER, ASTM D-17511. UNLESS OTHERWISE NOTED,CONCRETE SHALL BE CLASS A3NOTES:PROVIDE EROSIONPROTECTION PER PLANCONCRETE SCUPPERN.T.S.VARIESEXTEND TO END OFFILL SLOPE.MOUND TOP OF CONCRETE FILL6" DIA. SCHEDULE 40STEEL PIPE FILLED WITHCONCRETE ANDPAINTED YELLOW18' DIA. CONCRETEENCASEMENTBOLLARD DETAILN.T.S.10/28/14VER 13'7'6"4'PLAN VIEW9" 12"2'6" 6' 12'-0" SLOPE 1% MIN.DUMPSTERCONCRETE PAD12'-0"BOARD ON BOARD ENCLOSURE2. FINISHED SIDE OF FENCE SHALL FACEADJOINING PROPERTY, IF APPLICABLE.1. PRESERVATIVE STAIN ON ALL WOOD.COLOR TO MATCH THAT OF BLDG.NOTES:3.5"1.25"3.5"1 3/4"4"X4"X8' POSTS2"X4"X4' BEAMS, TOE NAIL TO POSTCOMPACTED GRAVEL4'-0"1"X4"X4'-8" SLATS, 2-FINISH NAIL ATTOP AND BOTTOM6" 3" 3'-0"6'-0" 4" 8" 5'-8" 8"HOLE FOR GATE LATCH(TYP)DUMPSTER ENCLOSURE DETAILNOT TO SCALE1/2"x 6" PRESSURECCA TREATED LUMBERFENCING (NAIL TO STUDS)4"x4"x6'-9" PRESSURECCA TREATED LUMBERSTUD (TYPICAL)COMPACT SUBGRADE TO 95%MAX. DENSITY AT THEOPTIMUM MOISTURE CONTENT±20% PER AASHTO T-996" VDOT CL. A-3 REINF. CONC.W/6x6-W 1.4x1.4 WWF ON6" BANK RUN GRAVEL (21 OR21A TYPE 1 MAT.)4'-0" LONG#4 BARW/90° BEND@ CENTER6x6-W 1.4x1.4WWF-CENTEREDDUMPSTER FENCE DETAILNOT TO SCALECONCRETE SIDEWALKN.T.S.11/11/15VER 1-2%4" 4000 PSI VDOT A3 CONCRETE4" SUBBASE (21-A STONE)WIDTH VARIESSEE SITE PLANCOMPACTEDSUBGRADE(COMPACTED TO 95%DENSITY AT OPTIMUMMOISTURE CONTENTVDOT VTM-1 METHOD)6x6 WWMW2.9/2.9CG-6T - 12" TRUCK CURB & GUTTERN.T.S.6"2"R12"8"MATCHADJ. CONC.DEPTHCONCRETEGUTTERNOTES:1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-62. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST2'-0"1":1'8' MIN.18' OR 20'STRIPED AREAHANDICAPPEDSYMBOLSFC EP4.0' MIN.7.0' MAX.4" STEEL PIPE FILLED WITH CONCRETEDISPLAY CONDITIONS24"6"6"9"RESERVEDPARKING12"2'SIGN (SEE DETAIL)HANDICAPPED PARKINGN.T.S.04/15VER 1NOTE:RAMP FOR HANDICAPPED MUSTBE LOCATED AT SAME POINTADJACENT TO THE STRIPEDAISLE.LIGHT COLOREDREFLECTIVEBACKGROUNDMAT'L.DARK COLORED2" LETTERS & 3/8"BORDERINTERNATIONAL SYMBOLOF ACCESSIBILITYPENALTY$100.00-$500.00 FINETOW-AWAY ZONELIGHT COLORED 1" LETTERSDARK COLORED REFLECTIVEBACKGROUND MATERIALSIGN SHALL BE LOCATEDSUCH THAT IT WILL NOTBE OBSCURED BYVEHICLE PARKED INSPACE.8' VAN ACCESSIBLE SPACE5' FOR REGULAR SPACEWHEEL STOP04/19/2023 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: # 38-22SP NUMBER: # 12-23FREDERICK WATER DETAILSRev. No.Date0107-15-2022GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAN/A2906/03/2022TTC21-13392760HS04/19/2023 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: # 38-22SP NUMBER: # 12-23VDOT DETAILSRev. No.Date0411-15-2022GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAN/A3006/03/2022TTC21-13392760HS04/19/2023 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: # 38-22 SP NUMBER: # 12-23UPS DETAILSRev. No.Date GRAYSTONE LOT 1ASTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VAN/A 31 06/03/2022 TTC 21-13 39 2760HS 04/19/2023 680SSSSSSSSSSSSSS67 8 6806826766786806726746786766 7 4 672670672 67 4 6766746766786806746766786806 8 2 68268268267868 0 682 6746686626566586606646666 7 0 6686626586606646666706686 7 2668670 67 2 68 2 6786806 8 4682680678676 6 7 4 FMFMFMFMWW67467467467267067467267 8 676 672 67 4 680682672 674 67 6 680 676676678 6 7 8 6 8 0 680680680 6806 8 0 680680678678676678 676 674 672 670678676672674676 67 6674674674672.5672.56726746766746726766746 7 6 67 6671678676 678678 682678 6 8 0 6 5 8 6 6 0 6 6 2 6 6 4 6 6 6 6 6 8 6 7 0 6 7 2668670 67 2670 676676 680678678678GRID MER ID IANVA NORTH ZONE NAD83FIRE PUMPROOMMAIN ELECTRICALROOM280' SD280' SD280' SDTTRANSFORMEREXTENT OF CLAYPROP.STMESM'T1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 1 5 + 0 016+0017+0018+0019+0020+0021+0021+30.50STMESMTSITE DISTESMT2 8 0 ' S D SITE DISTESMTGrassGrassGrassGrassGrassGrassGrassPROP 20' WIDEFREDERICKWATER ESM'T.PROP 20' WIDEFREDERICKWATER ESM'T.PROP 20' WIDEFREDERICKWATER ESM'T.PROP 20' WIDEFREDERICKWATER ESM'T.SHRUBS AND TREES 2" cal B&B15SYMBOL BOTANIC NAME COMMON NAME QUAN. SIZE151 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: # 38-22SP NUMBER: # 12-23LANDSCAPE PLANRev. No.Date0604-19-2023GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 60'3206/03/2022TTC21-13392760HS2. PERIMETER LANDSCAPING:334,105 SF OF IMPERVIOUS AREA1 TREE PER 2,000 SF OF IMPERVIOUS PAVEMENT UP TO 100,000 SF 100,000 SF x (1 TREE / 2,000 SF) = 50 TREES REQUIRED50 TREES PROVIDED1 TREE PER 5,000 SF OF IMPERVIOUS PAVEMENT OVER 100,000 SF 234,105 SF x (1 TREE / 5,000 SF) = 47 TREES REQUIRED48 TREES PROVIDEDTOTAL TREES REQUIRED = 114, TOTAL TREES PROVIDED = 115PARKING LOT PERIMETER SCREENINGX- EVERGREEN1. INTERIOR LANDSCAPING:1 TREE PER 10 SPACES, 168 SPACES / 10 = 17 TREES REQUIRED 17 TREES PROVIDEDREQUIRED - 5.0% = 3,014 SF (INTERIOR ISLANDS AREA) / 60,277 SF (PARKING LOT AREA) = 0.050PROVIDED - 5.9% = 3,583 SF (INTERIOR ISLANDS AREA) / 60,277 SF (PARKING LOT AREA) = 0.059= PROPOSED INTERIOR ISLAND AREAPARKING LOT LANDSCAPE CALCULATIONSNOTES:1. TREE SIZE SHOWN ON PLAN VIEW IS ILLUSTRATIVE. SIZES ARE AS SHOWN IN PLANT SCHEDULE2. ALL PLANTING SHALL CONFORM WITH 165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE).3. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT.4. TREES AND SHRUBS SHALL NOT BE PLANTED WITHIN FCSA EASEMENTS6. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SEED COMPANY.7. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.8. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL COMPACTED AREAS AT LEAST 6" IN DEPTH TO LOOSEN THE COMPACTED SOILS AND ADD AMENDMENTSNOTES:1. AT PLANTING PRUNE ONLY BROKEN ORDEAD BRANCHES PER ANSI 300 STANDARD2. PLANTING PIT/TRENCH SHALL BE DUGDEEP ENOUGH TO ALLOW AT LEAST 1/8THOF ROOT BALL TO SET ABOVE EXISTINGGRADE3. PLACE PLANT IN ERECT, STABLE &UNIFORM POSITION IN THE CENTER OF THEPLANTING PIT/TRENCH. ORIENT BEST FACEOF PLANT TO BE THE MOST VISIBLE.4. BACKFILL SOIL MIXTURE: 34 EXISTING SOILCLEANED OF DEBRIS (GRAVEL, STICKS,ROCKS, TRASH) AND MIXED WITH 14 ORGANICMATERIAL (COMPOSTED BARK, LEAF MOLDOR OTHER PLANT DEBRIS PROCESSED TOA POINT OF DECAY. PEAT MOSS MAY NOTBE USED.)5. CONTRACTOR SHALL LEGALLY REMOVEEXCESS SOIL & DEBRIS FROM SITE6. DO NOT PLACE MULCH IN CONTACT WITHSTEM OF SHRUBS**ALL PLANTS MUST BE WATERED TWICE:ONCE AT INSTALLATION & AGAIN WITHIN48-HOURS OF INSTALLATION.BACKFILL SOIL MIXTURE (TYP.)FINISHED GRADEPLACE TOP 18 OF ROOT BALLABOVE FINISHED GRADE (TYP)3" LAYER OF MULCH , NO MORETHAN 1" OVER ROOT BALL2-3 X'S WIDTH OFROOT BALL (TYP)SHRUB PLANTING DETAILNOT TO SCALEFOR B&B :REMOVE TWINE, ROPE, WIRE, &BURLAP FROM TOP 23 OF ROOTBALL FOR CONTAINER LOOSENTHE ROOT BALL OF ANY ROOTBOUND PLANTSUNDISTURBEDSUBGRADE ORCOMPACTED BACKFILLSOIL MIXTURENOTES:1. STAKING AND GUYING MAY BE ONLYIMPLEMENTED WHERE SITE CONDITIONSREQUIRE THEIR USE. CONDITIONS WHERESTAKING AND GUYING MAY BE NECESSARY TOENSURE STABILITY INCLUDE WINDYLOCATIONS, STEEP SLOPES, OR WHEREVANDALISM MAY BE OF CONCERN.2. STAKES OR GUYS WILL BE INSTALLED USINGCURRENTLY ACCEPTED ARBORICULTUREPRACTICES. TREES SHALL STAND LEVEL /UPRIGHT AFTER STAKING.3. INSTALLATION WILL INCLUDE THE REMOVALOF ALL STAKING AND GUYING MATERIAL ONEYEAR AFTER INSTALLATION. ANY HOLESREMAINING AFTER REMOVAL OF STAKESSHALL BE FILLED WITH TOPSOIL.4. REFER TO DETAILS FOR TREE PLANTINGINFORMATIONDECIDUOUS TREE STAKINGNOT TO SCALEPLAN VIEW(2) 2" X 2" X 8' LODGE POLE PINE OR HARDWOODSTAKES SET OUTSIDE ROOT BALL. STAKELOCATION SHALL NOT INTERFERE WITHPERMANENT BRANCHES.32" LONG NON-ABRASIVE RUBBER TIES, LOOPEDAROUND THE TREE, THROUGH EACH OTHER,TWISTED AND SECURED TO THE STAKES IN AMANNER WHICH PERMITS TREE MOVEMENT ANDSUPPORTS THE TREE IN ADVERSE CONDITIONS5' MIN.LODGE POLE PINE ORHARDWOOD STAKESNON-ABRASIVE TREE TIESPREVAILING WINDDIRECTIONNOTES:1. AT PLANTING PRUNE ONLY CROSSING LIMBS,BROKEN OR DEAD BRANCHES THAT POSE A HAZARDTO SITE USERS PER ANSI STANDARD A 300. DO NOTPRUNE INTO OLD WOOD ON EVERGREENS.2. CONTRACTOR SHALL MAXIMIZE EXCAVATED AREAFOR TREE PIT WITHOUT ADVERSELY IMPACTINGADJACENT SITE FEATURES.3. BACKFILL SOIL MIXTURE: 34 EXISTING SOILCLEANED OF DEBRIS (GRAVEL, STICKS, ROCKS,AND MIXED WITH 14 ORGANIC MATERIAL(COMPOSTED BARK, LEAF MOLD OR OTHERPLANT DEBRIS PROCESSED TO A POINT OFPEAT MOSS MAY NOT BE USED.)4. CONTRACTOR SHALL LEGALLY REMOVEEXCESS SOIL & DEBRIS FROM SITE5. DO NOT PLACE MULCH IN CONTACT WITHSTEM OF TREE. MULCH MUST BE 6" AWAY FROMTREE TRUNK6. TRUNK FLARE MUST BE VISIBLE WHEN PLANTED7. IF TREE STAKING REQUIRED REFER TO TREESTAKING DETAILS.**ALL PLANTS MUST BE WATERED TWICE: ONCEAT INSTALLATION & AGAIN WITHIN 48-HOURSOF INSTALLATION.ROUGHEN / LOOSEN SOIL ONSIDES OF PLANTING HOLE.BACKFILL SOIL MIXTURE FORENTIRE TREE PIT AREA & ROOTBALL DEPTH FIRM SOIL IN 8" LIFTSPRUNE DOMINANTLEADERS3" MULCH NO MORETHAN 1" ON ROOTBALL & 6" BACK FROMTREE TRUNKCENTER TREE IN PIT & SET TOP OFROOT BALL 2" ABOVE ADJACENTGRADE. TRUNK FLARE SHALL BEVISIBLE AT THE TOP OF THE ROOTBALL. DO NOT COVER TOP OFROOT BALL WITH SOIL.4" HIGH X 8" WIDE SOILBERM BEGINNING ATPERIPHERY OFROOT BALL.BOTTOM OF ROOT BALLRESTS ON EXISTING ORRECOMPACTED SOIL.MIN. WIDTH OF TREE PIT2 X'S ROOT BALL DIAMETERREMOVE TWINE, ROPE,WIRE, & BURLAP FROMTOP 23 OF ROOT BALLPRIOR TO MULCHING TAMP SOILFIRMLY AROUND ROOT BALLWITH FOOT PRESSURE IN 6"LIFTS SO THAT ROOT BALL DOESNOT SHIFT.UNDISTURBED SUBGRADEORIGINAL GRADEFINISHED GRADETREE PLANTING DETAILNOT TO SCALEPRIOR TO MULCHING, LIGHTLYTAMP SOIL AROUND THE ROOTBALL IN 6" LIFTS TO BRACE SHRUB.DO NOT OVER COMPACT.SECTION VIEWROOT BALL RESTS ON EXISTINGOR RECOMPACTED SOIL4" HIGH X 8" WIDE SOIL BERMBEGINNING AT PERIPHERY OFROOT BALL.GENERAL CONDITIONS - COUNTY CODE COMPLIANT LANDSCAPE PLANSCOPE OF WORKTHE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALLLANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANTLIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IFTHERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKESPRECEDENCE.STANDARDSA. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERYSTOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST BESELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANTINSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.B. BALLED AND BURLAPPED (B&B)1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERESHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKEPRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE GROUND LEVEL (UP TO ANDINCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNKTREES, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER.C. CONTAINER - GROWN STOCK1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT.CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THE ROOT SYSTEMOF CONTAINER-GROWN PLANTS SHALL BE WELL DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THECONTAINER.2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BETREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SOCIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINERGROWN TREES & SHRUBS IN THIS SECTION.3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THELANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK.A. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION.B. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.C. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOT BALL COVERED BY MULCH AND KEPTMOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL.SUBSTITUTIONS: PRE-BIDIT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THEPLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONSTO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THELANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BESUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLANPLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.SUBSTITUTIONS: POST-BIDIT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACTMATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'SREPRESENTATIVE.UTILITIES AND UNDERGROUND FEATURESTHE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR INADVANCE OF CONSTRUCTION TO LOCATE UTILITIES.TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTSIF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT / DESIGNER SHALL BERESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATINGAFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOWOBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPECONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTSSHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT ANEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT / DESIGNER TOACCOMMODATE THE POOR DRAINAGE.WARRANTYTHE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCINGON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE ENDOF THE GUARANTEE PERIOD. ANY MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD ANDMUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIEDBACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING PERIOD.REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISENEGOTIATED.INSPECTION1. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE ATTHE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TOQUALITY, SIZE AND VARIETY.2. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'SREPRESENTATIVE.3. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPONREQUEST.European LindenTilia x europaeaCrataegus crus-galli var. inermisThornless Cockspur HawthornHalesia carolinaCarolina SilverbellAmerican PlumbPrunus americanaBlue SprucePicea glauca var. dens Sugar MapleAcer saccharumJapanese ZelkovaZelkova serrata2" cal B&B2" cal B&B2" cal B&B2" cal B&B2" cal B&B6' ht. B&B3' ht. 61151312112821Ilex X meserveae 'Mesdob'China Boy Holly04/19/2023 XX674676674674672670674672678676GrassGrass 676672674672 67 4 67667467667 2 67 8 676 672 67 4 680680680678 676 674 672 670678676672674676676671 678 676668670672678OFFICE SPACE(4,000 S.F.)T1 5 + 0 016+0017+0018+0019+0020+00GrassGrassGrass6766726746766 7 4 672674XXX67467667 6674674674672.5672.56746 7 6 67 6676 6 6 0 6 6 2 6 6 4 6 6 6 6 6 8 6 7 0 6 7 2 280' SD 1 2 + 0 0 1 3 + 0 0 1 4 + 0 0 STMESMTGrassGrass25151 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: # 38-22SP NUMBER: # 12-23LANDSCAPE PLANRev. No.Date GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 30'3306/03/2022TTC21-13392760HSNOTES:1. PLANT SIZE SHOWN ON PLAN VIEW IS ILLUSTRATIVE. SIZES ARE AS SHOWN IN PLANT SCHEDULE2. ALL PLANTING SHALL CONFORM WITH 165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE).3. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT.4. TREES AND SHRUBS SHALL NOT BE PLANTED WITHIN FCSA EASEMENTS6. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SEED COMPANY.7. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.8. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL COMPACTED AREAS AT LEAST 6" IN DEPTH TO LOOSEN THE COMPACTED SOILS AND ADD AMENDMENTSCommon Eastern NinebarkPhysocarpus opulifoliusViburnum dentatumSouthern Arrowwood#3 cont.Inkberry HollyIlex galabraSWM FACILITY PLANTINGSSYMBOL BOTANIC NAME COMMON NAME QUAN. SIZE*Sorghastrum nutensIndian Grass*Schizachyrium scorariumLittle Bluestem*Eupatorium fistulosum Joe Pye weed*Monarda didymaScarlet Bee-Balm1 Gal, 24" O.C.COMMINGLE 1 Gal., 24" O.C.COMMINGLE #3 cont.16#3 cont.2228928923823804/19/2023 X X X X X X X X X XXXXXXXXXXXXXXXXX X WWWWGRID MERIDIANVA NORTH ZONE NAD83TSTMESMTSP2MH: 20SP3MH: 20SP3MH: 20SP3MH: 20SP3MH: 20SP2MH: 20TPMH: 20SP1MH: 20TPMH: 20TPMH: 20TPMH: 20SP1MH: 20TPMH: 20WMMH: 25WMMH: 25WMMH: 25WMMH: 25WM2MH: 10WM2MH: 10WM2MH: 10WM2MH: 10WMMH: 25WM2MH: 10WMMH: 25WMMH: 25WMMH: 25WMMH: 25WMMH: 25WM2MH: 10WMMH: 25WMMH: 25WM2MH: 10WMMH: 25WMMH: 25WM2MH: 10WMMH: 25SP1MH: 20SP1MH: 20SP1MH: 200.10.10.10.10.10.10.30.30.20.10.10.10.60.50.30.20.11.40.90.50.30.23.22.61.50.80.40.24.83.61.70.80.40.36.24.41.90.80.40.35.35.43.71.70.70.40.40.63.73.62.61.30.70.40.40.71.11.72.23.03.43.53.22.82.41.91.51.10.90.70.60.60.60.50.50.50.60.60.60.70.60.60.50.50.50.40.40.30.20.20.11.82.11.61.00.60.40.40.71.21.72.33.33.74.24.03.83.52.82.21.71.21.00.80.80.80.80.90.91.01.01.11.11.11.00.90.90.80.70.60.50.40.20.20.10.60.80.90.80.60.40.30.40.71.52.13.04.65.15.86.06.05.44.43.52.41.71.31.11.21.31.51.81.92.02.01.92.01.92.02.01.91.71.41.10.80.50.30.20.10.10.30.40.50.40.40.30.30.40.91.82.02.63.93.94.56.07.97.46.24.83.12.11.51.21.51.82.23.03.23.33.22.92.92.83.13.33.12.92.11.61.10.60.40.20.10.10.20.20.30.30.20.41.33.11.92.13.13.03.25.59.99.57.75.63.52.31.41.21.41.92.33.43.73.83.53.03.12.93.43.73.63.32.21.71.10.60.30.20.10.10.20.20.41.23.712.911.39.36.63.92.41.41.21.52.22.94.65.25.34.63.53.63.44.55.25.14.52.92.01.30.60.30.20.10.10.10.10.31.13.514.211.49.16.43.92.31.41.11.52.12.74.34.74.74.33.33.43.34.24.74.53.72.41.81.20.60.40.20.20.10.30.20.20.70.70.80.70.50.30.20.20.10.70.50.30.20.30.40.40.40.40.30.20.20.11.70.90.50.30.20.70.80.80.80.70.40.30.20.14.12.81.51.51.61.41.41.00.60.40.20.26.55.33.32.02.31.91.91.30.70.40.30.25.26.15.12.93.23.82.92.61.70.90.50.30.23.64.13.04.95.53.83.22.00.90.50.30.21.32.22.36.66.13.93.32.01.00.50.30.20.50.81.16.75.83.83.22.01.00.50.40.30.30.40.60.73.73.72.72.51.70.90.50.40.30.40.50.62.22.42.01.91.50.90.60.40.40.40.60.60.71.51.71.61.51.20.80.60.50.50.61.71.51.41.21.11.21.82.74.45.65.64.02.41.40.80.81.62.64.45.71.01.21.21.21.10.80.60.50.60.81.42.02.73.23.22.82.11.61.31.72.53.84.94.83.52.21.40.80.91.62.43.95.05.24.11.11.31.21.31.10.80.60.50.60.91.72.63.54.34.33.72.72.01.41.72.23.13.73.72.92.01.40.91.01.52.23.23.94.13.61.82.01.81.71.40.90.70.60.61.02.23.65.46.82.51.51.51.72.22.42.42.01.61.20.91.01.31.82.33.03.23.32.22.62.22.21.61.00.70.60.71.12.43.75.62.61.41.11.11.11.21.21.11.00.90.80.81.01.11.31.82.73.53.84.13.44.13.12.92.01.10.80.70.71.12.43.75.67.15.73.82.41.31.00.90.90.90.90.80.80.80.70.70.90.91.01.62.94.25.45.64.25.33.93.42.21.20.90.80.81.12.02.83.94.63.82.82.01.31.11.11.21.21.21.11.11.00.80.81.01.11.31.93.24.55.55.74.15.33.93.52.31.41.21.21.31.52.02.53.13.43.42.92.31.71.41.61.92.32.62.62.31.81.41.11.11.51.92.52.93.34.14.75.04.94.04.93.73.42.31.61.61.92.02.32.32.11.91.91.81.61.41.31.31.92.53.43.93.93.32.41.81.21.21.92.63.64.24.54.54.33.83.22.63.12.62.62.01.61.92.52.83.11.10.90.80.80.80.91.32.33.44.96.14.73.22.11.31.32.43.45.16.55.54.43.32.32.02.42.12.21.91.62.33.54.20.80.60.50.50.60.81.32.63.96.07.35.63.82.51.41.52.84.06.27.56.04.22.71.51.61.81.81.91.71.72.54.05.01.70.70.50.50.50.50.71.32.74.06.17.45.83.92.61.41.52.84.06.27.55.84.02.41.21.41.61.61.81.71.82.74.25.12.21.00.70.60.50.50.71.32.63.75.46.55.13.62.51.51.52.53.55.26.34.83.42.11.11.92.22.02.11.91.82.63.94.55.14.02.91.81.30.90.60.60.81.42.63.54.85.55.54.63.52.51.61.52.12.73.84.54.63.83.02.11.22.32.82.42.52.11.92.63.84.55.44.94.22.81.91.20.70.60.81.42.63.75.05.75.74.83.62.61.61.41.72.12.83.53.93.63.32.41.63.54.23.33.12.41.82.43.64.35.65.34.93.22.41.30.70.60.71.22.43.44.75.55.64.53.42.41.31.01.11.21.62.33.13.33.42.41.54.25.33.93.52.51.82.43.85.06.84.33.01.40.70.50.71.22.74.06.17.55.83.92.51.20.80.80.81.23.54.35.03.31.84.15.33.93.52.41.72.23.74.96.74.33.11.50.70.50.61.22.63.95.97.25.63.82.41.10.70.60.71.03.64.75.94.14.93.73.32.31.62.03.44.76.44.12.91.40.60.50.61.12.43.65.67.05.23.52.11.00.60.50.50.93.44.45.75.13.34.14.24.33.93.23.43.24.04.44.34.13.23.43.23.84.44.55.45.75.34.33.02.61.91.41.72.53.24.44.34.12.82.11.10.60.50.50.91.82.53.64.24.33.42.51.60.80.50.40.50.71.52.42.80.61.03.33.34.85.45.44.73.73.83.74.95.55.54.93.73.83.64.65.55.55.44.14.33.52.52.11.61.31.52.02.53.23.02.92.21.71.00.60.40.50.81.42.02.73.13.12.51.91.30.70.40.40.40.61.11.71.80.50.81.11.22.82.83.84.04.13.73.13.33.13.84.24.23.83.13.33.13.64.14.03.62.63.02.51.81.61.31.01.11.31.41.51.91.41.21.00.70.40.40.40.60.91.11.21.31.41.21.00.80.50.30.30.30.50.71.00.40.60.81.01.62.32.84.55.05.14.53.53.53.23.53.63.63.43.13.13.13.53.73.73.53.13.13.03.33.63.43.12.42.21.71.31.10.90.70.70.70.70.60.50.50.40.30.30.30.30.50.50.50.50.50.50.40.30.20.20.20.30.40.50.30.40.60.81.42.02.54.04.54.74.13.12.92.52.52.42.42.32.32.32.32.42.52.42.42.22.32.22.32.32.22.01.61.51.20.90.70.60.50.50.40.40.30.30.30.30.20.20.20.20.30.30.30.30.30.30.30.20.20.20.20.20.20.30.30.40.50.71.21.72.23.23.53.63.22.52.21.71.51.41.31.31.41.41.41.31.31.31.31.31.41.31.21.21.11.00.90.90.80.60.50.40.40.30.30.10.10.10.10.10.10.10.10.20.20.20.20.20.20.20.20.20.20.20.20.20.30.30.20.20.20.20.20.30.30.50.50.40.40.30.30.30.40.50.80.90.80.80.70.30.40.50.81.21.51.51.71.50.30.40.60.91.62.12.12.62.00.40.50.71.22.23.02.94.13.00.40.60.91.52.94.34.56.54.80.50.71.01.73.44.95.17.65.20.50.71.11.93.85.86.08.76.60.50.81.22.14.26.26.29.07.50.50.81.32.34.56.87.311.111.40.50.81.22.24.56.76.910.79.30.50.81.22.24.57.27.611.58.80.50.71.12.04.16.36.59.86.80.50.71.01.83.65.55.78.45.90.50.71.01.63.14.64.76.75.10.50.60.91.32.33.12.93.62.80.50.60.81.21.92.32.32.72.20.40.50.71.01.51.81.61.71.50.40.50.70.91.31.51.41.41.30.40.50.60.91.51.81.82.11.80.30.40.60.91.62.12.12.72.30.30.40.50.91.92.82.94.54.10.30.40.61.02.13.53.96.87.90.30.30.50.92.13.33.66.45.90.30.30.50.92.03.33.65.84.60.20.30.50.20.30.40.20.30.40.20.20.30.10.20.20.10.20.23.42.62.41.20.60.40.20.25.73.93.51.50.70.40.20.18.45.24.41.80.80.40.20.18.55.34.61.90.80.40.30.26.24.34.01.80.90.50.30.24.33.53.41.91.00.60.40.24.33.73.52.01.10.60.40.34.43.53.41.81.00.60.40.37.65.04.31.90.90.60.40.38.35.14.41.80.90.50.40.38.35.34.41.90.90.60.40.34.73.53.41.70.90.60.40.43.83.13.01.71.00.60.50.43.33.02.91.71.00.70.50.43.93.23.11.60.90.60.40.46.74.53.91.70.80.50.40.48.35.14.31.70.80.50.40.48.35.24.31.70.80.50.40.45.13.53.31.40.70.50.40.43.22.62.41.30.70.50.40.41.51.51.00.60.50.40.40.80.90.70.60.40.40.40.60.70.80.60.50.40.41.01.01.10.80.60.50.42.32.12.01.20.70.50.43.62.82.81.40.80.50.46.84.54.11.80.80.50.48.05.14.51.90.80.50.38.05.24.51.90.80.50.34.73.43.31.60.70.40.33.12.52.31.30.70.40.30.40.30.30.20.20.20.20.20.1Luminaire ScheduleSymbolQtyLabelArrangementDescriptionTagLLFLuminaireLumens8EWLS02_17AF730________-120-24SingleEWLS02_17AF730________-120-240VWM20.90016004EALS03_H4AF730_________1SingleEALS03_H4AF730________SP30.900196005EALS03_F4AF730_________1Back-BackEALS03_F4AF730________TP0.900147005EALS03_F4AF730________SingleEALS03_F4AF730________SP10.900147002EALS03_F3AW730________SingleEALS03_F3AW730________SP20.9001470016EALS03_H4AF730________SingleEALS03_H4AF730________WM0.90019600Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinGENERAL PARKING_PlanarIlluminanceFc2.2614.20.122.60142.00LOADING DOCK_PlanarIlluminanceFc2.1811.50.121.80115.00TRACTOR PARKING_PlanarIlluminanceFc1.938.50.119.3085.00151 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: # 38-22SP NUMBER: # 12-23Rev. No.Date0107-15-20221" = 40'3406/03/2022TTC21-13392760HSNOTES:1.ALL LIGHTS SHALL BE MOUNTED NO HIGHERTHAN THE MAXIMUM HEIGHT OF 25' ASMEASURED TO GROUND PER FREDERICKCOUNTY ZONING ORDINANCE 165-201.06.2.NIGHT SKY COMPLIANT FULL CUTOFF (ODEGREES) WALLPACKS AND FULL CUTOFFAREA FIXTURES ARE PROPOSED.3.ALL EXTERIOR PROPERTY LIGHT POLES TOBE PROVIDED WITH ADDITIONAL ONE INCHCONDUIT FOR SECURITY CAMERAS.TYPICAL 22.5' LIGHT POLE DETAILNOT TO SCALECONCRETE LIGHTPOLE BASE (DESIGNBY STRUCTURALENGINEER)FINISHED GRADE IS2.5' BELOW THE TOPOF THE BASE22.5' 25' MAX. POLE HEIGHT (PER FREDERICK COUNTY CODE)CONCRETE LIGHTPOLE W/ BASELIGHT FIXTURE20'2.5'04/19/2023 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: # 38-22SP NUMBER: # 12-23Rev. No.Date N/A3506/03/2022TTC21-13392760HSNOTES:1.NIGHT SKY COMPLIANT FULL CUTOFF (O DEGREES) WALLPACKS AND FULL CUTOFFAREA FIXTURES OPTIONS TO BE SELECTED WHEN ORDERING.04/19/2023 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: # 38-22SP NUMBER: # 12-23TRAIL MAPRev. No.Date0504-10-2023GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAAS SHOWN3606/03/2022TTC21-13392760HSNOT TO SCALE04/19/2023 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: # 38-22SP NUMBER: # 12-23PROFFERSRev. No.Date GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAN/A3706/03/2022TTC21-13392760HS04/19/2023 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: # 38-22SP NUMBER: # 12-23PROFFERSRev. No.Date GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAN/A3806/03/2022TTC21-13392760HS04/19/2023 XXNORMAN DRIVENORMAN DRIVE151 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: # 38-22SP NUMBER: # 12-23AUTOTURN ENTRANCE EXHIBITRev. No.Date0310-13-2022GRAYSTONE LOT 1A STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 20'3906/03/2022TTC21-13392760HS TRUCK ENTRANCECAR ENTRANCE04/19/2023