HomeMy WebLinkAbout05-25 Design Plan 12-31-25STEPHENSON VILLAGE IISTONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGas:Shenandoah Gas Co.P.O. Box 2400Winchester, VA 22604(540) 869-1111Phone:VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Water/Sewer: Frederick WaterP.O. Box 1877Winchester, VA. 22604(540) 868-1061Power:Shenandoah Valley Electric Coop3463 Valley PikeWinchester, VA 22602(540) 450-2051UTILITY NOTICE REQUIREDContractors shall notify all public utility operators who maintain underground utility lines in thearea of proposed excavating or blasting at least two (2) working days, but not more than ten (10)working days, prior to commencement of excavation or demolition. Names and telephonenumbers of the operators of underground utility lines appear below. These numbers shall also beused to serve in an emergency condition.CALL "MISS UTILITY"VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURSPRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITYOPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OFPROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THEUTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR ISRESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODEAND REGULATIONS.VICINITY MAPSCALE: 1" = 1000'OWNER/DEVELOPERSNOWDEN BRIDGE HOLDINGS LLC3201 JERMANTOWN RD, SUITE 150FAIRFAX, VA 22030571-581-4791Plan RevisionsRev No Rev DateComment09/04/2025Initial Submission0109/26/2025Frederick Water, Public Works, and other agency Comments0210/15/2025Frederick Water Comments0311/03/2025Frederick County Planning Comments0412/03/2025Water Model Updateis with the free consent and in accordance with the desires of the undersignedowners, properties and trustees if any.SUBDIVISION ADMINISTRATOROWNERS CERTIFICATEAPPROVALSDATEDATEThe foregoing Subdivision of the land of SNOWDEN BRIDGE HOLDINGS LLCDATETHESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS ANDORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVEDBY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTIONSECTION AA-3SUBDIVISION DESIGN PLANSSheet List TableSheet NumberSheet TitleRevsionNoRevison Date01COVER SHEET0412/03/202502GENERAL NOTES AND LEGEND 03PROJECT INFORMATION AND TABULATIONS 04EXISTING TOPOGRAPHY0311/03/202505BOUNDARY INFORMATION0311/03/202506RIGHT-OF-WAY0311/03/202507E&S PHASE I0109/26/202508E&S PHASE I0109/26/202509E&S PHASE I - BASIN 1 DETAILS0109/26/202510BASIN 1 TO POND 5 CONVERSION DETAILS 11E&S PHASE I - BASIN 2 AND TRAP DETAILS0109/26/202512BASIN 2 TO POND 7 CONVERSION DETAILS 13E&S PHASE I - BASIN 3 DETAILS 14BASIN 3 TO BMP 13 CONVERSION DETAILS0109/26/202515E&S PHASE II 16E&S PHASE II 17E&S NARRATIVE 18E&S DETAILS 19E&S DETAILS 20WATER QUALITY MAP 21WATER QUALITY COMPUTATIONS 22WATER QUALITY COMPUTATIONS0109/26/202523WATER QUALITY DETAILS 24WATER QUALITY DETAILS0109/26/202525WATER QUALITY DETAILS 26STORMWATER MANAGEMENT PLAN - PRE 27STORMWATER MANAGEMENT PLAN - POST 28SWM DETAILS - POND 5 PLAN VIEW 29SWM DETAILS - POND 5 DETAILS 30SWM DETAILS - POND 6 DETAILS 31SWM DETAILS - POND 7 PLAN AND DETAILS 32GEOMETRY PLAN0311/03/202533GEOMETRY PLAN0311/03/202534GEOMETRY PLAN0311/03/202535GEOMETRY PLAN0311/03/202536GEOMETRY PLAN0311/03/202537UTILITY PLAN0109/26/202538UTILITY PLAN0109/26/202539UTILITY PLAN0109/26/202540UTILITY PLAN0210/15/202541UTILITY PLAN0109/26/202542GRADING PLAN 43GRADING PLAN 44GRADING PLAN 45GRADING PLAN 46GRADING PLAN0109/26/202547LANDSCAPE PLAN 48LANDSCAPE PLAN 49LANDSCAPE PLAN 50LANDSCAPE PLAN 51LANDSCAPE PLAN 52LANDSCAPE DETAILS 53LANDSCAPE DETAILS 54GRANITE RIDGE DRIVE PROFILE 55RUBY ROYCE DRIVE PROFILE 56PENGUIN CREST DRIVE PROFILE 57CARRICK BEND WAY & DAFFODIL DRIVE PROFILES 58COACHMAN LANE & CHELMSFORD WAY PROFILE 59SIGHT DISTANCE PROFILES 60SIGHT DISTANCE PROFILES 61STORM PROFILES0210/15/202562STORM PROFILES0210/15/202563STORM PROFILES0210/15/202564CULVERT COMPUTATIONS 65SANITARY SEWER PROFILES0210/15/202566SANITARY SEWER PROFILES0210/15/202567SANITARY SEWER PROFILES0210/15/202568SANITARY SEWER PROFILES0210/15/202569SANITARY SEWER PROFILES0210/15/202570SANITARY SEWER PROFILES0210/15/202571STORM SEWER COMPUTATIONS 72WATERLINE PROFILES0210/15/202573WATERLINE PROFILES0210/15/202574WATERLINE PROFILES0210/15/202575WATER MODEL0412/03/202576VDOT DETAILS 77VDOT DETAILS 78VDOT DETAILS 79VDOT DETAILS 80FREDERICK WATER DETAILS0109/26/202581LIFE SAFETY PLAN0109/26/202582LIFE SAFETY PLAN0109/26/202583PROFFER COMPLIANCE SHEET 84SIGNAGE AND STRIPING PLAN0311/03/202585PHOTOMETRIC PLAN0109/26/202586PHOTOMETRIC PLAN0109/26/202587WALL PROFILES LIST OF SERVICES: CIVIL ENGINEERING I GIS I PLANNING I LAND SURVEYING I ENVIRONMENTAL COVER SHEET
AS SHOWNSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA06/27/2025TC2760B872760B151 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 GDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV01SHEET OF12/03/2025Docusign Envelope ID: D8477851-EFBE-4DB9-95B2-15C4D54DC78E12/4/2025
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV8706/27/2025TC2760BSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA LEGENDFREDERICK WATER PROJECT INFORMATIONWATER AND SANITARY SEWER USAGEWATER DEMAND 42,535 GPDSANITARY SEWER DISCHARGE 42,535 GPDCalculation of demand/dischargeWATER DEMAND*Residential: 235 gpd per connection*Commercial: 75 gpd per 1,000 sf*Industrial: 25 gpd @ 10 persons per acreSEWER DISCHARGESewer discharge equals water demandPROPOSED 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 INFORMATION44-A-31AREZ #06-03 Stephenson Village, Stephenson Village II MDP #02-2237.69 Acres34.71 AcresR4VacantActive Adult Single Family Detached/Attached (Duplex,Townhouses)Parcel Identification No.Previously Approved Plans:Project Site Area:Disturbed Area:Current Zoning:Current Use:Proposed Use:GENERAL PLAN AND CONSTRUCTION NOTESVDOT GENERAL NOTESGENERAL1.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 a DEQ Notice of Termination form, a copy of the sites construction inspection log book, an engineer certifiedred-lined as-built of the approved plans with computations for all permanent stormwater management facilities, water quality,and stormwater conveyance systems, a recorded copy of the required BMP Maintenance Agreement (if needed) , any VSMPPermit maintenance fees (if required), and a written request to Frederick County Planning for bond release. The Developershall also schedule a Final on site inspection with FC Public Works.4.The Contractor, Owner or Developemust 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.4.All fills greater than 2 feet shall require compaction testing.5.All fills with slopes greater 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.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.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" matreial, 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 95% 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. Tje 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 goetextile 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.FIRE MARSHAL'S NOTEFire 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.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 NOTESUSECLASS* TRIP RATETRIP GENERATION DATADWELLING UNITSVPD* TAKEN FROM ITE TRIPGEN WEB BASED APP VERSION 6.0 11TH EDITION2514.31780181SENIOR ADULT HOUSING - SINGLE-FAMILYDETACHED/ATTACHED(DUPLEX, TOWNHOUSES)ACTIVE ADULT AGE RESTRICTED HOUSINGAt least eighty percent (80%) of the occupied residential units shall be occupied by at least one personfifty-five (55) years of age or older and within such units the following conditions shall apply:(1)All other residents must reside with a person who is fifty-five (55) years of age or older, and be aspouse, a cohabitant, an occupant's child eighteen (18) years of age or older, or provide primaryphysical or economical support to the person who is fifty-five (55) years of age or older.Notwithstanding this limitation, a person hired to provide live-in, long term or terminal health care ofa person who is fifty-five (55) years of age or older for compensation shall also occupy a dwellingduring any time such person is actually providing such care.(2)Guests under the age of fifty-five (55) are permitted for periods of time not to exceed sixty (60) daystotal for each such guest in any calendar year.(3)If title to any lot or unit shall become vested in any person under the age of fifty-five (55) by reasonof descent, distribution, foreclosure, or operation of law, the age restriction covenants shall notwork a forfeiture or reversion of title, but rather, such person thus taking title shall not be permittedto reside in such lot or unit until he/she shall have attained the age of fifty-five (55) or otherwisesatisfies the requirements as set forth herein. Notwithstanding, a surviving spouse shall be allowedto continue to occupy a dwelling unit without regard to age.Private Road Statement:1.The road in this subdivision does not meet the Virginia secondary street acceptance requirementsnecessary for inclusion in the system of state highways and will not be maintained by the VirginiaDepartment Of Transportation or Frederick County. This road is not eligible for rural addition funds orany other funds appropriated by the general assembly and allocated by the CommonwealthTransportation Board.2.All property owners in Snowden Bridge are required to belong to the HOA and are responsible for themaintenance of the private streets.GENERAL NOTES AND LEGEND
NOT TO SCALE021. 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 Water Inspector prior to commencinginstallation of any water or sewer facilities. Contractor shall also arrange for inspection of said facilities byFrederick Water. Oil water separators and/or grease traps may be required by Frederick or Clarke County BuildingInspections. Both Frederick or Clarke County Building Inspections and Frederick Water will inspect the installationof those 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 tee with accompanying valves.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.October 15, 2024PROJECT NOTESFLOOD PLAINThe proposed site is located in Flood Zones "X" & "A" per FEMA Map Number #51069C0250E. The disturbed area is locatedin Flood Zone "X". No Fill is proposed in Flood Zone "A".STREAMS/WETLANDS:All streams and wetlands shown have a preliminary jurisdictional determination (PJD) from the United States ArmyCorps of Engineers. Reference NAO-2021-00803-arl (PJD) dated July 28, 2021. All proposed impacts associated withthe Stephenson Village II Subdivision are currently permitted. On August 14, 2024 SPGP approval was obtained fromthe U.S. Army Corp of Engineers - COE Permit #NAO-2021-00803. On May 30, 2023, approval was obtained from theVirginia Department of Environmental Quality - VWP Individual Permit No. 21-2502. No streams/wetlands disturbanceis only allowed in non-permitted areas. Existing mitigation areas shown on the plans are for previous permitted impactswhich have been completed and are currently being monitored by Virginia Department of Environmental Quality.Reference J.D. Project # 04-R0958, dated June 24, 2004 which is in the process of being closed out.PROTECTED/ENDANGERED SPECIES:Per Virginia Department of Environmental Quality - VWP Individual Permit No. 21-2502 issued May 30, 2023 inaccordance with recommendations from the Virginia Department of Wildlife Resources (DWR) the permittee shallcomply with the following Time-of-Year Restriction (TOYR) to woody vegetation removal activities from April 1 throughJuly 31 of any year to protect Loggerhead Shrike. On June 13, 2022, DWR determined that no additional assessmentsneed to be performed for the Wood Turtle as the probability is low. Should any Wood Turtles be encountered and are injeopardy during development of the project, the Wood Turtles shall be relocated within the same stream no further than14 mile up or downstream from the project site and DEQ shall be notified. Per U.S. Fish & Wildlife Services projects thathave the potential to impact Northern Long-Eared Bat habitat shall adhere to TOYR from April 1 to Nov. 15 or conduct asurvey for the presence of the Northern Long-Eared Bat.CONSERVED OPEN SPACE AREAS:Existing Runoff Reduction Compliance Forest/ Open Space areas shown hereon shall be maintained in a forest/ openspace manner until such time that an amended SWM plan is approved by the VSMP Authority. Runoff ReductionCompliance Forest/ Open Space areas proposed with this Subdivision Plan shall be recorded following approval of thisplan with either the Subdivision Plats or Stormwater Management/BMP Facilities Maintenance Agreement.PROJECT NOTES:1.For fills in areas of Proposed Structures, (Roadways, Residential Dwellings, Retaining Wall, ect.), please seeCurrent Geotechnical Report for minimum controlled fill requirements. All controlled fills shall be placed inaccordance with the Geotechnical Report and coordinated with the Developer's Geotechnical Engineer .2.Controlled fills shall be compacted to 100% of Maximum Density per standard proctor ASTM-D698 asrecommended in Geotechnical Report.3.Slope Stability Analyses will be required for any slope steeper than 3:1.4.Design plans for any retaining wall greater than 2 feet in height shall be submitted to Frederick County PublicWorks and Building Inspections for separate approval.FREDERICK COUNTY BUILDING INSPECTIONS NOTES:1.Project shall comply with The Virginia Uniform Statewide Building Code (USBC). Dwellings (R-5) shall comply withThe Virginia Residential 2018 Codes. Other Codes that apply are the 2018 Virginia Energy.2.Dwellings (townhouses) shall be separated as required for per Section R 302.2. Dwellings less than 6' apart shallhave ratings complying with Section R 302.3.Grade shall be sloped away from foundations a min 6" in 10'.4.Backwater valves shall be installed on all plumbing fixtures, (subject to back sewer), located below the topelevation of the upstream manhole cover5.Foundations shall be placed on slopes as required per Section R403.1.7.6.Engineer Design required on all foundations and/or slabs with greater than 8" fill or 24" clean sand/gravel. Fill shallbe designed and compacted by a Registered Design Professional. NOTE: Compaction tests shall be submittedwith each permit application.7.Engineering on slope stability required. The building official is permitted to require an investigation andrecommendation of a qualified engineer to demonstrate that the intent of this section has been satisfied. Such aninvestigation shall include consideration of material, height of slope, slope gradient, load intensity and erosioncharacteristics of slope material.8.Site plan approved pending receipt of geotechnical soil investigation as required.12/03/2025
20' MIN20' BRL10'BRL10'BRLSTREET20' MIN20' BRLMIN LOTAREA1,600 SFGARAGESTREETTREE (TYP.)STREETTREE (TYP.)STREETSTREET
XSTREETTREE (TYP.)20' BRLSTREETTREE (TYP.)20' MIN GARAGEGARAGEMIN. LOT AREA3,750 S.F.MIN. LOT AREA3,750 S.F.36' MIN36' MIN15' BRL10' BRL
5' BRL STREET36' MIN15' BRL20' BRL10' BRL
5' BRLGARAGE MIN. LOT AREA3,750 S.F.STREET
20' MINXSTREETTREE (TYP.)TREE (TYP.)PROJECT INFORMATION AND TABULATIONS
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 | ASHBURN, VA | MARTINSBURG, WV8706/27/2025TC2760BSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIAAMENITYRECREATIONALCREDITSACTIVE ADULT RECREATION CENTER1 - RECREATION CENTER71TABLE #6STEPHENSON VILLAGE IIRECREATIONAL UNIT TABULATIONVALUE PER CREDITTOTAL VALUE$2,485,000*$35,000TABLE #5RECREATIONAL UNIT TABULATIONLand BayResidential Dwelling UnitsRecreational UnitsRequiredRecreational UnitsProvided74024.771Land Bay IVTOTAL REQUIRED PER SEC. 165-402.08: (# Dwelling Units/30) = XX.X RECREATIONAL UNITSPARKING TABLE:NOT TO SCALE03MODIFIED SINGLE FAMILY SMALL LOT DETACHED(TYPE 5)MINIMUM LOT SIZE PROVIDED= 6,120 SFMODIFIED SINGLE FAMILY SMALL LOT ATTACHED (DUPLEX)(TYPE 5)MINIMUM LOT SIZE PROVIDED= 4,657 SFMODIFIED TOWNHOUSE(TYPE 6)MINIMUM LOT SIZE PROVIDED= 2,640 SFAVERAGE (4 UNIT) LOT SIZE PROVIDED= 3,218 SF12/03/2025
SSSSSSSSSSSSSSSSSS
S
SXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSX X X X XXXWM WM WMWMWMWMWM WMWMWM WMWMWM WMWMWM WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM WMWMWMWMWMWMWMWMWMWMWMWMWMWM
SSSSSSSSSSSSSSSSSSSS S S S ARVXXXXXXXXXS S S
S
SSSSSSS
SSSSSSSSSSSSSSS
S
SSSARVWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMARVWMWMWMWMWMWMWMSSSSSSSSSS S S S S S S SSSSSSSS
SSS
SSSWMWMWMWMWMARVWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM26CWMEX136EX135EX134EX133EX132EX131EX130EX129EX128EX126EX127151 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 | ASHBURN, VA | MARTINSBURG, WV8706/27/2025TC2760BSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
EXISTING TOPOGRAPHYSURVEY AND TOPOGRAPHIC INFORMATION2. Aerial, hori]ontal and Yertical control sXrYeys wereDated:3. Aerial topographic mapping perIormed Ey:1. BoXndary sXrYey was perIormed Ey:perIormed Ey:DateDated:Greenway EngineeringDecemEer 22, 20212022Greenway EngineeringGreenway Engineering-anXary 2022SCALE: 1 100
10001002001 100
04SHEET OF12/03/2025
3178 3179 3180 3181 3154
3153
3152
3148
3149
3150
3151
3059
3058
3057
3056 3055
3052 3051
3050
3049
3048
3046
3045
3044
3043
3042
3041
3040
3006
3005
3004
3003
3002 3008
3009
3010
3011
3012
3013
3014
3015
3016
3017
3018
3019
3020
3021 3023
3072
3071
3070
3069
3074 3075
3076
3077
3034 3035
3036
3037
3038 3033
3032
3028
3027 3147 3146 3145 3144 3143 3142 3141 3140 3139 3138 3088 3089 3086 3087 3084 3085 3082 3083 3097 3098
3099
3100
3101
3102
3094
3093
3092
3091
3103
3104
3105
3106
3107
3108
3109
3113 3112 3111
3125
3126
3127
3128
3129
3130
3121
3122
3124 3168 3169 3170 3171 3172 3173 3174 3175 3176 3177 3167 3155 3156 3117 3116 3115 3114 3131 3132 3133 3157 3158 3159 3160 3161 3162 3163 3164 3119 3120 3165 3166 3137 3136 3135
3134
3096
3066
3065
3064
3063
3062
3061
3001
3053
3047
3054
3060
3007
3068
3039
3067 3073
3029
3095
3090
3110
3022 3024
3078 3079 3081
3080RUBY ROYCE DRIVERUBY ROYCE DRIVEPENGUIN CREST DRIVE CHELMSFORD WAYGRANITE RIDGE DRIVE RUBY ROYCE DRIVECARRICK BEND WAYDAFFODIL DRIVECOACHMAN LANE88.48'89.02'
120.
0
0
'51.00'11.70'51.00'4.49'459.00'8.50'81.13'37.23'120.
0
0
'116.00'116.00'166.00'
43.72'48.33'110.48'237.00'
237.00'88.00'141.1
3
'89.91'46.51'278.50'94.83'52.87'231.00'110.03'5.00'58.30'58.25'411.84'68.31'83.31'75.81'
45.94'51.00'
20.19'117.78'115.
2
6
'
120.
0
0
'135.00'56.92'189.64'110.51'110.51'5.00'
121.14'
19.70'
16.00'18.00'9.84'50.06'65.18'40.01'3.28'
110.4
9'72.77'111.35'50.42'49.50'50.85'100.51'
23.11'
43.31'
16.00'
42.41'117.52'113.67'85.97'
176.00'110.51'7.50'4.97'5.00'
283.20'
189.00'154.42'110.50'110.50'115.49'204.37'114.69'110.00'190.02'
21.06'82.80'237.01'201.00'
201.00'
114.20'
111.71'110.00'113.48'110.00'113.47'197.97'189.00'165.00'165.00'110.00'110.00'110.00'110.00'19.37'
5.00'5.00'
5.00'
66.19'110.00'110.00'110.00'110.00'110.00'110.00'S 65°44'50" E
34.77'
C1
GRANITE RIDGE DRIVE
PENGUIN CREST DRIVESUNFLOWER WAYSUNFLOWER WAYCARNATION WAYOLEANDE
R
C
O
U
R
T
120.09'122.52
'
120.71'
116.
0
0
'SECTION AA-2SECTION AA-3 3118 3123 FUTURE SECTION
AA
-4SECTION
AA
-3 3025
3026
3030
3031
S 30°18'33" E
43.86'
S
1
7
°
2
1
'
2
3
"
E
1
1
0
.
2
0
'S 37°08'43" W188.76'S 02°22
'11
"
E224.00
'S 00°03
'23"
E281.75
'N 24°15'24" E127.41'N 44°50'07" E91.40'N 48°53'07" E636.10'N 24°04'22" E127.61'S 77°09'24
"
E
34.79'
S 77°09'24
"
E
85.00'
S 75°43'56"
E
235.60'
S 87°5
2'
2
9
"
E
318.3
1'
N 87°
1
7'
2
6"
E
63.74'
5.00'4.99'110.00'N 24°15'24" E232.50'N 24°15'24" E151.65'S 65°44'36" E
16.00'
N 24°15'24" E
54.00'
N 65°47'26" W
3.38'
10.84'110.01'11.98'
N 65°44'36" W
10.30'
N 24°15'24" E
46.00'
S 65°45'45" E
17.38'
19.50'
2.70'
7.13'
25.17'
0.66'
10.87'
64.00'
S 65°45'03" E
973.90'N 60°38'25" E163.99'N 24°15'24" E20.00'N 60°38'25" E495.63'N
2
9
°
2
3
'
4
8
"
W
1
4
5
.
0
0
'N 60°36'39" E53.87'N 17°43'14" E149.96'N 24°15'24" E
19.50'
S 65°44'36" E
21.30'
9.49'106.00'268.63'38.00'
4.03'
16.75'173.41'1.59'
19.51'72.44'11.17'
19.50'
17.50'31.42'13.35'142.28'9.52'34.80'40.39'
7.00'
10.32'
12.49'
237.01'
12.52'
OPEN SPACE
OPEN SPACE OPEN SPACE OPEN SPACE
OPEN SPACEOPEN SPACE
OPEN SPACE
OPEN SPACE
OPEN SPACE
OPEN SPACE
OPEN SPACE
OPEN SPACE
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT DEGREE OF CURVE
C1 792.69'42.66'42.65'S 74°11'07" W 3°05'00"21.33'7°13'41"
BOUNDARY CURVE DATA
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1608004080
SCALE: 1" = 80'
32, 37, 42, 47
33, 38, 43, 48
34, 39, 44, 49
35, 40, 45, 50
SHEET REFERENCE SHEET NUMBERS
SHEET A
SHEET B
SHEET C
SHEET D BOUNDARY INFORMATION36, 41, 46, 51SHEET E
SNOWD
E
N
B
R
I
D
G
E
B
L
V
D
.
BASED O
N
A
S
E
P
A
R
A
T
E
P
L
A
N
U
N
D
E
R
R
E
V
I
E
W
SHEET A
SHEET B
SHEET C
SHEET E
SHEET D
1" = 80'
05
12/03/2025
R10
3178 3179 3180 3181 3154
3153
3152
3148
3149
3150
3151
3059
3058
3057
3056 3055
3052 3051
3050
3049
3048
3046
3045
3044
3043
3042
3041
3040
3006
3005
3004
3003
3002 3008
3009
3010
3011
3012
3013
3014
3015
3016
3017
3018
3019
3020
3021 3023
3072
3071
3070
3069
3074 3075
3076
3077
3034 3035
3036
3037
3038 3033
3032
3028
3027 3147 3146 3145 3144 3143 3142 3141 3140 3139 3138 3088 3089 3086 3087 3084 3085 3082 3083 3097 3098
3099
3100
3101
3102
3094
3093
3092
3091
3103
3104
3105
3106
3107
3108
3109
3113 3112 3111
3125
3126
3127
3128
3129
3130
3121
3122
3124 3168 3169 3170 3171 3172 3173 3174 3175 3176 3177 3167 3155 3156 3117 3116 3115 3114 3131 3132 3133 3157 3158 3159 3160 3161 3162 3163 3164 3119 3120 3165 3166 3137 3136 3135
3134
3096
3066
3065
3064
3063
3062
3061
3001
3053
3047
3054
3060
3007
3068
3039
3067 3073
3029
3095
3090
3110
3022 3024
3078 3079 3081
3080S 12°50'36" W268.53'R1
R2
R3 S 43°08'50" W460.81'RUBY ROYCE DRIVERUBY ROYCE DRIVEPENGUIN CREST DRIVE
R4
R5
R6
R7
R8
R9
R11
R12
CHELMSFORD WAYGRANITE RIDGE DRIVE RUBY ROYCE DRIVECARRICK BEND WAYDAFFODIL DRIVECOACHMAN LANE
S 24°14'57" W282.5'S 24°15'24" W282.5'S 65°44'36" E
284.17'
S 65°44'36" E
622.68'
S 65°44'36" E
188.40'
S 65°44'36" E
262.21'
S 65°44'36" E
340.72'
S 65°44'36" E
103.87'N 60°38'25" E150.02'N 29°52'39" E127'N 60°07'21" W
56.5'
S 65°44'36" E
314.04'
S 51°51'10" E
34.55'N 43°08'50" E322.83'GRANITE RIDGE DRIVE
S 65°44'36" E
282'
PENGUIN CREST DRIVESUNFLOWER WAYSUNFLOWER WAYCARNATION WAYOLEANDER
C
O
U
R
T
SECTION AA-2SECTION AA-3 3118 3123 FUTURE SECTION
AA
-4SECTION
AA
-3 3025
3026
3030
3031
N 29°52'39" E
10.23'
S 29°21'35" E
56.5'
N 60°38'25" E
65.62'
N 21°24'11" E
146.12
N 24°15'24" E
75.67'
N 43°08'50" E
121.81'
S 17°02'45" E
27'
N 24°14'57" E
23.27'
N 08°19'16" E
27.10'
OPEN SPACE
OPEN SPACE OPEN SPACE OPEN SPACE
OPEN SPACEOPEN SPACE
OPEN SPACE
OPEN SPACE
OPEN SPACE
OPEN SPACE
OPEN SPACE
OPEN SPACE
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
R1 400.00'41.47'41.45'S 15°48'47" W 5°56'22"
R2 400.00'170.09'168.82'S 30°57'54" W 24°21'51"
R3 300.00'98.95'98.50'S 33°41'53" W 18°53'53"
R4 200.00'96.59'95.65'S 79°34'42" E 27°40'12"
R5 200.00'90.57'89.80'N 73°36'48" E 25°56'46"
R6 300.00'68.50'68.35'N 14°51'44" E 13°04'55"
R7 300.00'19.70'19.70'N 23°17'05" E 3°45'47"
R8 300.00'24.67'24.66'N 27°31'19" E 4°42'41"
R9 225.00'99.89'99.07'N 17°09'32" E 25°26'13"
R10 200.00'48.49'48.37'S 58°47'53" E 13°53'26"
R11 325.00'107.15'106.67'N 33°42'07" E 18°53'26"
R12 200.00'104.05'102.88'N 58°03'02" E 29°48'25"
PRIVATE ROADS CENTERLINE CURVE DATA
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1608004080
SCALE: 1" = 80'
LEGEND
PUBLIC R/W
PRIVATE R/W
NOTES:
1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA
SECONDARY STREET ACCEPTANCE REQUIREMENTS NECESSARY FOR
INCLUSION IN THE SYSTEM OF STATE HIGHWAYS AND WILL NOT BE
MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR
FREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURAL ADDITION
FUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERAL
ASSEMBLY AND ALLOCATED BY THE COMMONWEALTH
TRANSPORTATION BOARD.
2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE REQUIRED TO
BELONG TO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE
OF THE PRIVATE STREETS.RIGHT-OF-WAYSNOWDE
N
B
R
I
D
G
E
B
L
V
D
.
BASED O
N
A
S
E
P
A
R
A
T
E
P
L
A
N
UNDER R
E
V
I
E
W
1" = 80'
06
12/03/2025
S S S S S S S
S
S
S
S
S
S
S
S SSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SXX
SSSSSSSSSSSSWM WM
WEIR
8538
WEIR
5028
LCG
LCG
LCG
LCG
LCG
LCG
LCG
LCG
ST A
DD
CD
TS
ST B
SSF
SSF
SSF
SSF
TS
TS
TS
TSD
TSD
OP
OP
DD
DD
DD
DD
DD
DD
SAF
SAF
SAF
LCG
LCG
LCG
CD
CD
LCG
PS
PS
PS
DD
DD
DD
SAF
SAF
DD
DD
CD
CD
CD
CD
CD
PS
PS
PS
SB#2
SB#1
SSF
SSF
SSF
LCG
SAF
SSF
SAF
SSF
LCG
SSF
DD
SSF
SSF
SSF
SAF
SSF
SAF
SF
WET STORAGE
618.8
DRY STORAGE
620.0
SEDIMENT CLEAN OUT LEVEL
617.5
WET STORAGE
622.0
DRY STORAGE
624.0
SEDIMENT CLEAN OUT LEVEL
620.5
VDOT C
L
1
O
U
T
L
E
T
P
R
O
T
E
C
T
I
O
N
MIN 6'W
X
8
'
L
WET STORAGE
625.8
DRY STORAGE
627.5
SEDIMENT CLEAN
OUT LEVEL 624.5
EMERGENCY SPILLWAY
ELEVATION 628.5 WIDTH 20'
SC 250 LINING BY NA GREEN OR
APPROVED EQUIVALENT
CLASS A1 RIP RAP
WET STORAGE
632.5
DRY STORAGE
637.85
SEDIMENT CLEAN OUT LEVEL
630.7
4" ORIFICE
EMERGENCY
SPILLWAY
ELEVATION 638.85
WIDTH 15'
SC 250 LINING BY
NA GREEN OR
APPROVED
EQUIVALENT
5.5" ORIFICE
AREA TO ST #A
DA= 2.68 AC.
(SIZED FOR
2.75 AC.)
AREA TO ST #B
DA= 1.26 AC.
(SIZED FOR
3.00 AC.)
AREA TO SB #1
DA= 13.05 AC.
SIZED USING
POST DA
AREA TO SB #2
DA= 8.75 AC
CE
644
646
648
642 640638636650
65
2
62
4
.
5
628
626
620
622
624
630
632
634
636
638
618
622
624
620
628626
630
632
634
636
618620618620
622
620622
624
624
640628630632634638636638620622624626628630632634636638640640
640624626
622
628
616618620622
630
6
2
6
6
2
4
6
2
6
6
2
2
6
2
8
6
0
0
6
0
2
6
0
4
6
0
6
6086
1
0
6
1
2
6
1
4
6
1
6
6
1
8
6
2
0
6
2
2
6
2
8
6
3
0
6
3
0
62
2
62
4
62
4
62
6
62
6
6
4
0634 632636634628630624626DO NOT CLEAR
SHADED AREAS
UNTIL ALL E&S
CONTROLS ARE
INSTALLED
AREA TO BE DIVERTED TO
SB #1 USING GRADING FOR
PROPOSED WALL
DA= 2.27 AC.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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAE&S PHASE ISCALE: 1" = 50'
50 25 0 50 100
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
IS THE PARTY RESPONSIBLE FOR
THE RESPONSIBLE LAND DISTURBER
DATE:
CERTIFICATION #:
NAME:
RESPONSIBLE LAND DISTURBER
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.08
3.20
3.05
3.18
3.02
LCG
OP
CIP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
TEMPORARYDIVERSION DIKE3.09 DD
COMPOST FILTER SOCK
(SEE FILTREX DETAIL)CFS
CRITICAL AREA - EXISTING UNDERGROUND UTILITIES
IN THE AREA (SANITARY AND GAS). CONTRACTOR TO
TEST PIT AND COORDINATE ANY RELOCATION NEEDS
WITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.
INITIAL
LIMITS OF CLEARING & GRADINGILC
TEMPORARY SEDIMENT TRAP3.13 ST
NOTE:
1.FOR FILLS IN AREAS OF PROPOSED
STRUCTURES, (ROADWAYS, RESIDENTIAL
DWELLINGS, RETAINING WALL, ECT.),
PLEASE SEE CURRENT GEOTECHNICAL
REPORT FOR MINIMUM CONTROLLED
FILL REQUIREMENTS. ALL CONTROLLED
FILLS SHALL BE PLACED IN ACCORDANCE
WITH THE GEOTECHNICAL REPORT AND
COORDINATED WITH THE DEVELOPER'S
GEOTECHNICAL ENGINEER.
2.THE RUNOFF REDUCTION COMPLIANCE
FOREST/OPEN SPACE AREA IS NOT TO BE
DISTURBED DURING CONSTRUCTION AND
SHOULD BE FENCED OFF WHEN
INSTALLING INITIAL EROSION AND
SEDIMENT CONTROL MEASURES.
3.PERIMETER CONTROLS ARE TO BE
COMPLETELY INSTALLED PRIOR TO
STARTING CONSTRUCTION OF SEDMIENT
TRAPS AND SEDIMENT BASINS
4.DIVERSION DIKES ARE TO BE MAINTAINED
DAILY AS THE AREA IS GRADED
SLOPE STABILITY ANALYSIS
SHALL BE REQUIRED FOR
ROAD FILL EMBANKMENTS
GREATER THAN 10' PER
VDOT REQUIREMENTS.
FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY
MATCH LINE - SEE SHEET 08
1" = 50'
07
12/03/2025
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSSSSSWM
WM
WM
WM
WM WM
S S
S S
WM
WM
WM
WEIR
8538
WEIR
8541
WEIR
8541
LCG
LCG
LCG
LCG
LCG DD
SAF
SAF
LCG
DD
DD
DD
DD
DD DD
CD
CD
CD
CD
CD
PS
PS
PS
PS
PS
SB#3
SB#2
LCG
SF
LCG
SAF
SSF
LCG
SSF
DD
SSF
SSF
SAF
SSF
SF
SF
SF
SF
SAF
SF
SF
SF
SC 250 LINING BY NA GREEN OR
APPROVED EQUIVALENT
CLASS A1 RIP RAP
WET STORAGE
632.5
DRY STORAGE
637.85
SEDIMENT CLEAN OUT LEVEL
630.7
4" ORIFICE
EMERGENCY
SPILLWAY
ELEVATION 638.85
WIDTH 15'
SC 250 LINING BY
NA GREEN OR
APPROVED
EQUIVALENT
WET STORAGE
639.0
DRY STORAGE
640.9
SEDIMENT CLEAN OUT LEVEL
630.7
EMERGENCY SPILLWAY
ELEVATION 641.85 WIDTH 10'
4" ORIFICE
AREA TO SB #2
DA= 8.75 AC
AREA TO SB #3
DA= 4.91 AC
CE
CE
644
646
648
642 640638636650
65
2640
638
641
642
634
636
638
640
642
640 638
644
650
648
646
642
640
638
644646642640628630632634638636638620622624626628630632634636638640640
6406
4
0
634 632636634628630624626638DO NOT CLEAR
SHADED AREAS
UNTIL ALL E&S
CONTROLS ARE
INSTALLED
AREA TO BE DIVERTED TO
SB #1 USING GRADING FOR
PROPOSED WALL
DA= 2.27 AC.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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100
MATCH LINE - SEE SHEET 07
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
IS THE PARTY RESPONSIBLE FOR
THE RESPONSIBLE LAND DISTURBER
DATE:
CERTIFICATION #:
NAME:
RESPONSIBLE LAND DISTURBER
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
CULVERT INLET PROTECTION
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.08
3.20
3.05
3.18
3.02
LCG
OP
CIP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
TEMPORARYDIVERSION DIKE3.09 DD
COMPOST FILTER SOCK
(SEE FILTREX DETAIL)CFS
CRITICAL AREA - EXISTING UNDERGROUND UTILITIES
IN THE AREA (SANITARY AND GAS). CONTRACTOR TO
TEST PIT AND COORDINATE ANY RELOCATION NEEDS
WITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.
INITIAL
LIMITS OF CLEARING & GRADINGILC
TEMPORARY SEDIMENT TRAP3.13 ST
NOTE:
1.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS, RETAINING WALL,
ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS.
ALL CONTROLLED FILLS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND
COORDINATED WITH THE DEVELOPER'S GEOTECHNICAL ENGINEER.
2.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA IS NOT TO BE DISTURBED DURING
CONSTRUCTION AND SHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSION AND SEDIMENT
CONTROL MEASURES.
3.PERIMETER CONTROLS ARE TO BE COMPLETELY INSTALLED PRIOR TO STARTING CONSTRUCTION OF
SEDMIENT TRAPS AND SEDIMENT BASINS
4.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADED
5.ROUTE 37 STUDY AREA SHOWN ON SHEETS 04, 05, & 06.
SLOPE STABILITY ANALYSIS
SHALL BE REQUIRED FOR
ROAD FILL EMBANKMENTS
GREATER THAN 10' PER
VDOT REQUIREMENTS.E&S PHASE I1" = 50'
08
12/03/2025
LCG
SAF
SAF
PS
PS
PS
PS
WEIR
5028
SSF
SSF
B/M
CD
CD
5.5" ORIFICE
DRY STORAGE
62.5
WET STORAGE
625.8
SEDIMENT CLEAN OUT
LEVEL 62.5
EMERGENCY SPILLWAY ELEVATION 628.5
WIDTH 20'
SC 250 LINING BY NA GREEN OR
APPROVED E4UIVALENT
25 YR STORM = 628.2
DESIGN HIGH WATER
100 YR STORM = 628.5
6
2
6
6
2
6
2
6
6
2
8
6
0
0
6
0
2
6
0
6
0
6
6
0
8
6
1
0
6
1
2
6
1
6
1
6
6
1
8
6
2
0
6
2
2
6
2
8
6
3
0
6063632636636286306262662
2
62
62
62
6
62
6
6
3
0
6
2
2
6
2
151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 22602THOHSKRQH: 50 662185FD[: 50 22 528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA _ ASHBURN VA _ MARTINSBURG WV8
06/2/2025
TC
260BSTEPHENSON VILLAGE IISECTION AA3STONEWALL MAGESTERIAL DISTRICTFREDERIC. COUNTY VIRGINIAE S PHASE I BASIN 1 DETAILSRHY. NR.DDWH
01 0 /26/2025
603001530
SCALE: 1" = 30'
FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY
NOTES:
·
AREA WITHIN DESIGN HIGH WATER
AREA TO REMAIN AT GRADES
SHOWN ON E S PHASE I PLAN UNTIL
STABILI=ATION AND TRANSITION TO
E S PHASE II PLAN
SEDIMENT BASIN #1 LAYOUT
SCALE 1"=30'
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
IS THE PARTY RESPONSIBLE FOR
THE RESPONSIBLE LAND DISTURBER
DATE:
CERTIFICATION #:
NAME:
RESPONSIBLE LAND DISTURBER
1" = 30'
0
12/03/2025
BASIN 1 TO POND 5 CONVERSION DETAILS151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
30" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
5'
0.75'
TOP OF RISER
ELEV =627.50
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 5' INSIDE
DIAMETER
CONCRETE FILL
FOR BUOYANCY
ELEV = 621.00
POND 5 WET POND LVL 1 PRINCIPAL
RISER PLAN VIEW
NTS
TOP TRASH RACK NOT
SHOWN FOR CLARITY
30" PIPE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 5' INSIDE
DIAMETER
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
2.5'
3
:
1
10' AQUATIC BENCH
(0"-18" DEEP)
618.30
DEWATERING SUMP
5.5" ORIFICE
ELEV =625.80
10' AQUATIC
BENCH (0"-18"
DEEP)
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
PROP. G
R
A
D
E
6.67'
0.95'
MINUMUM
MIN 6" THICK WALL
MIN 6" THICK WALL
6" ORIFICE
SB #1 TO POND 5 WET POND LVL 1 CONVERSION
PRINCIPAL RISER SECTION
NTS
7.5" DEWATERING TUBE
PER E&S DETAILS
5.5" ORIFICE
7.5" DEWATERING
TUBE PER E&S
DETAILS
SEDIMENT BASIN #1 CONVERSION TO SWM POND "5" NOTES:
1.THE DETAIL ABOVE SHOWS THE PRINCIPAL RISER AND OUTFALL STRUCTURE COLOR GRAY AND THE MODIFICATIONS TO THE
RISER, FOR E&S PURPOSES, ARE SHOWN COLOR BLACK IN ORDER TO HIGHLIGHT THE TEMPORARY CHANGES.
2.INSTALL PRINCIPAL RISER , OUTLET PIPE, AND DAM EMBANKMENT AS SHOWN ON E&S PHASE I SHEETS.
3.DURING E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE MODIFIED AS SHOWN ABOVE.
4.TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN, DEWATER BASIN AS NECESSARY USING PUMPED WATER FILTER BAG.
REMOVE ALL ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE BASIN. REGRADE BASIN BOTTOM TO MATCH PROPOSED
GRADING PLAN. SEE SWM BASIN DETAILS.
DRY STORAGE ELEV = 627.50
WET STORAGE ELEV = 625.80
25 YR WS ELEV 628.27
NOT TO SCALE
10
12/03/2025
WEIR
8538
DD
DD
LCG
LCG
PS
PS
PS
CLASS A1 RIP RAP
CD
CD
CD
EMERGENCY SPILLWAY
ELEVATION 638.85
WIDTH 15'
" ORIFICE
SC 50 LINING BY NA GREEN
OR APPROVED E4UIVALENT
DRY STORAGE
63.85
SEDIMENT CLEAN OUT LEVEL 630.
WET STORAGE
63.5
5 YR STORM = 635.
DESIGN HIGH WATER
100 YR STORM = 63.0
68
630
63
6363863663860666668630636363663860606060CD
SSF
DD
TS
CD
TSD
OP
TSD
DD
DD
DD
DD
SSF
SSF
SSF
SSF
SSF
SSF
LCG
LCG
LCG TS
TS
TS
TS8.0'B4.0'18.0'
17.0'
VDOT CL 1 OUTLET PROTECTION
MIN 6'W;8'L
WET STORAGE
618.8
DRY STORAGE
60.0
SEDIMENT CLEAN OUT LEVEL 61.5
SEDIMENT CLEAN OUT LEVEL 60.5
WET STORAGE
6.0
DRY STORAGE
6.0
68
66
6
6
630
63
63
636
638
61
60
63
6
6
60
68
66
630
63
618
616.3
68
66
630
63
63
6
6
60
60
60618616.3
6
6
6
6
60
61
6
6
618
61
61
6161 65
65
65
61
8
.
8
618.861.
5
60.5
60.5 151 WLQG\ HLOO LDQHWLQFKHVWHU VLUJLQLD 60THOHSKRQH: 50 66185FD[: 50 58ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIAOFFICES IN: WINCHESTER VA _ ASHBURN VA _ MARTINSBURG WV8
0605
TC
60BSTEPHENSON VILLAGE IISECTION AA3STONEWALL MAGESTERIAL DISTRICTFREDERIC. COUNTY VIRGINIAE S PHASE I BASIN AND TRAP DETAILSRHY. NR.DDWH
01 0 605
603001530
SCALE: 1" = 30'
FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY
NOTES:
·SEE STORM SEWER PROFILES AND
SWMPOND DETAIL SHEETS 1 30 FOR
STRUCTURE AND OUTFALL DETAILS
INCLUDING ANTISEEP PROTECTIONS
·STRUCTURE 111 TO HAVE " ORIFICE
PROVIDED FOR E S 1. OPENING TO BE
HAVE PERMANENT WATER TIGHT SEAL
INSTALLED OVER ORIFICE WHEN POND IS
CONVERTED.
·
AREA WITHIN DESIGN HIGH WATER AREA
TO REMAIN AT GRADES SHOWN ON E S
PHASE I PLAN UNTIL STABILI=ATION AND
TRANSITION TO E S PHASE II PLAN
SEDIMENT BASIN # LAYOUT
SCALE 1"=30'
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
IS THE PARTY RESPONSIBLE FOR
THE RESPONSIBLE LAND DISTURBER
DATE:
CERTIFICATION #:
NAME:
RESPONSIBLE LAND DISTURBER
603001530
SCALE: 1" = 30'
1" = 30'
11
SEDIMENT TRAP LAYOUT
SCALE 1"=30'
12/03/2025
BASIN 2 TO POND 7 CONVERSION DETAILS151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
24" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
4'
0.75'
TOP OF RISER
ELEV =637.85
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 4' INSIDE
DIAMETER
CONCRETE FILL
FOR BUOYANCY
ELEV = 631.50
POND 7 WET POND LVL 1 PRINCIPAL
RISER PLAN VIEW
NTS
TOP TRASH RACK NOT
SHOWN FOR CLARITY
24" PIPE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 4' INSIDE
DIAMETER
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
2.0'
3
:
1
632.0
DEWATERING SUMP
4" ORIFICE
ELEV =632.50
10' AQUATIC
BENCH (0"-18"
DEEP)
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
PROP. G
R
A
D
E
6.67'
0.95'
MINUMUM
MIN 6" THICK WALL
MIN 6" THICK WALL
4" ORIFICE
SB #2 TO POND 7 ED CONVERSION
PRINCIPAL RISER SECTION
NTS
6" DEWATERING TUBE PER
E&S DETAILS
4" ORIFICE
6" DEWATERING TUBE
PER E&S DETAILS
SEDIMENT BASIN #2 CONVERSION TO SWM POND "7" NOTES:
1.THE DETAIL ABOVE SHOWS THE PRINCIPAL RISER AND OUTFALL STRUCTURE COLOR GRAY AND THE MODIFICATIONS TO THE
RISER, FOR E&S PURPOSES, ARE SHOWN COLOR BLACK IN ORDER TO HIGHLIGHT THE TEMPORARY CHANGES.
2.INSTALL PRINCIPAL RISER , OUTLET PIPE, AND DAM EMBANKMENT AS SHOWN ON E&S PHASE I SHEETS.
3.DURING E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE MODIFIED AS SHOWN ABOVE.
4.TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN, DEWATER BASIN AS NECESSARY USING PUMPED WATER FILTER BAG.
REMOVE ALL ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE BASIN. REGRADE BASIN BOTTOM TO MATCH PROPOSED
GRADING PLAN. SEE SWM BASIN DETAILS.
DRY STORAGE ELEV = 637.85
WET STORAGE ELEV = 632.50
25 YR WS ELEV 635.77
NOT TO SCALE
12
12/03/2025
XXXXXXXXXXXXXXXXXXXXXXWEIR
8541DD
SF
LCG
PS
PS
WEIR
8541
SF
SF
CD
CD
WET STORAGE
639.0
DRY STORAGE
640.85
SEDIMENT CLEAN OUT LEVEL 637.90
EMERGENCY SPILLWAY ELEVATION 641.85
WIDTH 10'
4" ORIFICE
CD
CD
25 YR STORM = 640.88
638
641
642
634
636
638
640
640
638
644
650
648
646
642
640
638
644646642640638636
636
639
643
639
637.
9
637.9
642
643
643642644 **DESIGN HIGH WATER
(100 YR STORM = 641.27)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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
IS THE PARTY RESPONSIBLE FOR
THE RESPONSIBLE LAND DISTURBER
DATE:
CERTIFICATION #:
NAME:
RESPONSIBLE LAND DISTURBER
603001530
SCALE: 1" = 30'E&S PHASE I - BASIN 3 DETAILSFOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!
SEDIMENT BASIN #3 LAYOUT
SCALE 1"=30'
NOTES:
·**AREA WITHIN DESIGN HIGH WATER AREA
TO REMAIN AT GRADES SHOWN ON E&S
PHASE I PLAN UNTIL STABILIZATION AND
TRANSITION TO E&S PHASE II PLAN
1" = 30'
13
12/03/2025
BASIN 3 TO BMP 13 CONVERSION DETAILS151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
01 09/26/2025
15" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
4'
0.75'
TOP OF RISER
ELEV =640.85
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 4' INSIDE
DIAMETER
CONCRETE FILL
FOR BUOYANCY
WET STORAGE ELEV 637.00
ELEV = 636.50
3
:
1
613.00
DEWATERING SUMP
3" ORIFICE
ELEV =637.00
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
SUBSTITUTE WITH 8"
DEWATERING TUBE PER E&S
DETAILS DURING USE AS
SEDIMENT BASIN
PROP. G
R
A
D
E
6.67'
1.29'
MINUMUM
MIN 6" THICK WALL
BMP 13 BIORETENTION LVL 2
PRINCIPAL RISER SECTION
NTS
5:
1
6" DEWATERING TUBE
PER E&S DETAILS
DRY STORAGE ELEV = 640.85
25 YR WS ELEV 640.88
SEDIMENT BASIN #3 CONVERSION TO SWM POND "13" NOTES:
1.THE DETAIL ABOVE SHOWS THE PRINCIPAL RISER AND OUTFALL STRUCTURE COLOR
GRAY AND THE MODIFICATIONS TO THE RISER, FOR E&S PURPOSES, ARE SHOWN COLOR
BLACK IN ORDER TO HIGHLIGHT THE TEMPORARY CHANGES.
2.INSTALL PRINCIPAL RISER , OUTLET PIPE, AND DAM EMBANKMENT AS SHOWN ON E&S
PHASE I SHEETS.
3.DURING E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE
MODIFIED AS SHOWN ABOVE. INSTALL TEMPORARY 4" DEWATERING ORIFICE AND
DEWATER DEVICE IN LIEU OF THE ORIFICE TRASH RACK.
4.TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN, DEWATER BASIN AS NECESSARY
USING PUMPED WATER FILTER BAG. REMOVE ALL ACCUMULATED SEDIMENT FROM THE
BOTTOM OF THE BASIN. REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING PLAN.
REMOVE TEMPORARY DEWATERING DEVICE AND INSTALL ORIFICE TRASH RACK. SEE
SWM BASIN DETAILS.
BMP 13 BIORETENTION LVL 2
PRINCIPAL RISER PLAN VIEW
NTS
TOP TRASH RACK NOT
SHOWN FOR CLARITY
15" PIPE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 4' INSIDE
DIAMETER
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
2.0'
MIN 6" THICK WALL
3" ORIFICE
4" ORIFICE
6" DEWATERING TUBE
PER E&S DETAILS
TEMP. SEDIMENT BASIN
4" ORIFICE ELEV =639.00
WET STORAGE ELEV 639.00
*WATERTIGHT 1
4" STEEL PLATE
BOLTED TO BOX DURING E&S
PH1
NOT TO SCALE
14
12/03/2025
XXWM WM
619619619
61
61
61
GRANITE RIDGE DR.(PRIVATE)RUBY ROYCE DRIVE(PRIVATE)CARRICK BEND WAY(PRIVATE)COACHMAN LANE
(PRIVATE)
GRANITE RIDGE DR.DAFFODIL DRIVE(PRIVATE)DAFFODIL DRIVE(PRIVATE)SECTION AA-3FUTURE SECTION AA-4BMP #11
BMP #9
10' PEDESTRIAN TRAIL
GRANITE RIDGE DR.RUBY ROYCE DRIVE(PRIVATE)CARRICK BEND WAY(PRIVATE)IP
IP
IP
IP
IP
OP
IP
IP
IP
IP
IP
IP
IPIP
IP
IP
IP
OP
IP
OP
IP
IP
IP IP
IP
IP
IP
IP
IP IP
IP
IP
OP
OP
10
12
13
14
15
16
16A
17
18
19
19A
20
45
46
52A
52B
51
53
53A
54
55
56
56A
55A55B
57 57A
58
59
59A
34
33
32
31
30
27
26
25
3
2
1
50
11
52
101
100
113
112
111
110
658
658
658658656 656
656656654654 654654
6
5
4
654
654
654
65465465465
4
652652
65265265265265265
2 652652
652 652
652
65
2
652652 650650
650650650
650
650650
650650650
650
650
650
650650650
650650650 648648648648648648648
648648648648
648 6466466
4
6
646646646
646
646
646
646644
644
64
4
644644644
64
4
642
642 642642
6426426426
4
2
642640 640640640640640
640640
640
64064
0
638638638638 63863863
6 638638636636636
63863
6636
636636636
636
636634634634
634
634
6
3
4
6
3
4
634634634634
632632
63263263
2
632632632
630630
630630630
6306306
3
0
630630630
630
630628628628
628
628
628628
6286286
2
8
628628
62662662
6
626
626
62662662662
6
626
626
626626626
6246246
2
4
624624624
624
624
624624
62462262262
2
622
622
622
622622
6
2
2
622622
620620620
620 620620620618
618
618618618616
616
6166
1
4
614
614
612
6
1
2
612
6
1
0
61
0
610
6
0
8608608
6
0
6606606
604
6
0
4
604
6
0
2
602
6
0
0
600
5
9
8
598
596
596 594
594
5
9
2
592
59
0
590
588
586
584
582
624
626
628 6106004
IP
IP
5
OP
CIP
6
0
0
TO STR #33
DA = 0.32 AC
C = 0.79
TO STR #34
DA = 0.26 AC
C = 0.77
TO STR #59A
DA = 0.52 AC
C = 0.75
TO STR #58
DA = 0.77 AC
C = 0.86
TO STR #57
DA = 0.06 AC
C = 0.90
TO STR #56
DA = 0.20 AC
C = 0.75
TO STR #56A
DA = 0.10 AC
C = 0.34
TO STR #55
DA = 0.13 AC
C = 0.68
TO STR #55B
DA = 0.55 AC
C = 0.55
TO STR #53
DA = 0.54 AC
C = 0.81
TO STR #52B
DA = 0.30 AC
C = 0.77
TO STR #53A
DA = 0.27 AC
C = 0.77
TO STR #46
DA = 0.35 AC
C = 0.84
TO STR #20
DA = 0.41 AC
C = 0.78 TO STR #19A
DA = 0.47 AC
C = 0.53
TO STR #18
DA = 0.50 AC
C = 0.83
TO STR #17
DA = 0.26 AC
C = 0.78
TO STR #16
DA = 0.24 AC
C = 0.77
TO STR #16A
DA = 0.28 AC
C = 0.61
TO STR #14
DA = 0.17 AC
C = 0.77
TO STR #13
DA = 0.14 AC
C = 0.84
TO STR #12
DA = 0.27 AC
C = 0.74
6
5
2
6
5
4628630632634636638642
SSF
SSF
SSF
SAF
SAF
SAF
SAF
SAF
SSF
SSF
SSF
SAF
SSF
SAF
SSF
SSF
SSF
SSF
SSF
SAF
SSF
SAF
SF
TO STR #5
DA = 1.83 AC
C = 0.71
TO STR #4
DA = 0.87 AC
C = 0.73
TO STR #2
DA = 0.12 AC
C = 0.81
600
610
TO STR #1
DA = 0.08 AC
C = 0.72TO STR #3
DA = 0.05 AC
C = 0.81
TO STR #15
DA = 0.10 AC
C = 0.72
TO STR #55A
DA = 0.09 AC
C = 0.53
TO STR #57A
DA = 0.08 AC
C = 0.88
TO STR #19
DA = 0.17 AC
C = 0.77
TO STR #52A
DA = 0.10 AC
C = 0.74 151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAE&S PHASE IISCALE: 1 = 50'
50 25 0 50 100
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.20
3.05
3.18
3.02
LCG
OP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
TEMPORARYDIVERSION DIKE3.09 DD
CRITICAL SLOPE - EXISTING UNDERGROUND UTILITIES
IN THE AREA (SANITARY AND GAS). CONTRACTOR TO
TEST PIT AND COORDINATE ANY RELOCATION NEEDS
WITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.
CULVERT INLET PROTECTION3.08 CIP
TEMPORARY SEDIMENT TRAP3.13 ST
FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY
MATCH LINE - SEE SHEET 16
1 = 50'
15
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
IS THE PARTY RESPONSIBLE FOR
THE RESPONSIBLE LAND DISTURBER
DATE:
CERTIFICATION #:
NAME:
RESPONSIBLE LAND DISTURBER
NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL
STABILIZATION BLANKETS (EC-2).
2.WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTED UNTIL
ALL UPSTREAM DRAINAGE IS FULLY STABILIZED WITH
PERMANENT GROUND COVER.
3.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE
AREA IS NOT TO BE DISTURBED DURING CONSTRUCTION AND
SHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSION
AND SEDIMENT CONTROL MEASURES.
12/03/2025
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSSSSSWM
WM
WM
WM
WM WM
S S
S S
WM
WM
WM
WM
WMWMWMWMWMWM
WM WM WM WM WM WM
WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WMWMWM
WM
WM
WM
WM
WM
WM
WMWMWMWMWMWMWMWMWMWMWMWM
WM
WM
WM
WMWM
WM
WM WMWMWM
WM
WMWMS S S S S S WMWM
WMWMWMWMWMWMWM
WM
WMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WMWMWMWMWMWM
WMWMWMSSSS S S S S S S S
S
S S S
SSSSSWM
WMWMWMWMWMWMWM
WM
WMWM SS SSWMWMWMWMWWWWWWWWWSSWMWM WMWMWMWMWM WM WM WM WM
W
W
W W W W W W W W W W W W
WM
AR
V
AR
V WWWWWWWWWWMWMWMWMWM WM
WM WMWMWMWMWM
WMWMWMWMWMWMWMWMWMWMWMWMWMWM WM
WMWM
WMWMWMWM WM WM
WMWMWMWM
AR
V
W W W W W W W W W W W W W W W W W W W W W WWWWWWWWW W W W
WMGRANITE RIDGE DR.(PRIVATE)PENGUIN CREST DR.
(PRIVATE)RUBY ROYCE DRIVE(PRIVATE)CARRICK BEND WAY(PRIVATE)COACHMAN LANE
(PRIVATE)
PENGUIN CREST DR.
(PRIVATE)
GRANITE RIDGE DR.
(PRIVATE)DAFFODIL DRIVE(PRIVATE)DAFFODIL DRIVE(PRIVATE)CHELMSFORD WAY(PRIVATE)RUBY ROYCE DRIVE(PRIVATE)SECTION AA-3FUTURE SECTION AA-4BMP #11
BMP #13
BMP #12BMP #14
GRANITE RIDGE DR.
(PRIVATE)
IP
IP
IP
IP
IP
IP
IP
IP IP
IP
IP
IP
IP
IP
IP
IP
IP
IPIP
IP
IP
IP
IP
IP
IP
IP
IP
OP
OP
IP
IP
IP
IP
IP
IP
IP
IP
IPIP
IP
IP
OP
IP
OP
IP
IP
IP IP
IP
IP
IP
IP
OP
16A
17
18
19
19A
20
45
46
51
53
53A
54
55
56
56A
55A55B
57 57A
58
59
59A
60
61
62
63
64
63A
64A
65
66
67
68
69
70
70A
71
72
71A
93
92
91
90
40
39
39A
38
37
36
35 35A
34
33
32
31
30
27
26
25
80
8182
83
83A
8485
85A
50
52
658
658 65865
8
658
658
658658
65
6
656
656
656656656656
656
656
656
656
656 656656
656656654654654
654654 6546546
5
4 654654 654654
6
5
4
654
654
654654654
654654
654
654
65465465465
4
654654 654
652
652
652652652
6
5
2
652652652652652652
652 65265265265
2 652652
652 652
652
65
2
652652
652652652652652652
652
652
652652650
6
5
0
650 650650650
650650650
650650650650650
650
650
650
650650
650650650
650
650
650
650650650
650650650
650
650 648648648648 648648 648648648 648648648648
648648648648
648
648646646646
646
6
4
6646646 6466
4
6
646646646
646
646
646
646644644644
644644
644
6
4
4
644644644
64
4
642642642642642
642
642 642642
6426426
4
2
642640640
640 640640640640640
640640 6406
4
0
638638
638638638638638638 63
6
636636636 636638636636636
636
636634634634634
634634634
632632632
630630630
628626626626626624624622622620618IP IP IP
OP
TO STR #33
DA = 0.32 AC
C = 0.79
TO STR #35A
DA = 0.42 AC
C = 0.89
TO STR #34
DA = 0.26 AC
C = 0.77
TO STR #35
DA = 0.22 AC
C = 0.83
TO STR #39
DA = 0.87 AC
C = 0.89
TO STR #70A
DA = 0.15 AC
C = 0.75
TO STR #70
DA = 0.31 AC
C = 0.81
TO STR #85
DA = 0.54 AC
C = 0.87
TO STR #84
DA = 0.54 AC
C = 0.87
TO STR #82
DA = 0.31 AC
C = 0.86
TO STR #81
DA = 0.17 AC
C = 0.82
TO STR #83
DA = 0.26 AC
C = 0.86
TO STR #63A
DA = 0.30 AC
C = 0.86
TO STR #63
DA = 0.30 AC
C = 0.67
TO STR #66
DA = 0.83 AC
C = 0.56
TO STR #83A
DA = 0.05 AC
C = 0.58
TO STR #68
DA = 0.25 AC
C = 0.59
TO STR #67
DA = 0.31 AC
C = 0.53
TO STR #64A
DA = 0.71 AC
C = 0.84
TO STR #36
DA = 1.14 AC
C = 0.50
TO STR #39A
DA = 0.51 AC
C = 0.80
TO STR #40
DA = 0.70 AC
C = 0.54
TO STR #71A
DA = 0.13 AC
C = 0.73
TO STR #72
DA = 0.42 AC
C = 0.88
TO STR #71
DA = 0.10 AC
C = 0.68
TO STR #60
DA = 0.86 AC
C = 0.48
TO STR #59
DA = 0.29 AC
C = 0.78
TO STR #59A
DA = 0.52 AC
C = 0.75
TO STR #58
DA = 0.77 AC
C = 0.86
TO STR #57
DA = 0.06 AC
C = 0.90
TO STR #56
DA = 0.20 AC
C = 0.75
TO STR #56A
DA = 0.10 AC
C = 0.34
TO STR #55
DA = 0.13 AC
C = 0.68
TO STR #55B
DA = 0.55 AC
C = 0.55
TO STR #53
DA = 0.54 AC
C = 0.81 TO STR #53A
DA = 0.27 AC
C = 0.77
TO STR #46
DA = 0.35 AC
C = 0.84
TO STR #20
DA = 0.41 AC
C = 0.78 TO STR #19A
DA = 0.47 AC
C = 0.53
TO STR #18
DA = 0.50 AC
C = 0.83
TO STR #17
DA = 0.26 AC
C = 0.78
TO STR #16
DA = 0.24 AC
C = 0.77
TO STR #16A
DA = 0.28 AC
C = 0.61
TO STR #93
DA = 0.60 AC
C = 0.32
6
5
2
6
5
4628630632634636638642
SAF
SAF
SF
SAF
SSF
SSF
SSF
SSF
SAF
SSF
SF
SF
SF
SF
SAF
SF
SF
SF
TO STR #5
DA = 1.83 AC
C = 0.71
TO STR #4
DA = 0.87 AC
C = 0.73
TO STR #55A
DA = 0.09 AC
C = 0.53
TO STR #57A
DA = 0.08 AC
C = 0.88
TO STR #19
DA = 0.17 AC
C = 0.77
TO STR #52A
DA = 0.10 AC
C = 0.74
TO STR #85A
DA = 0.05 AC
C = 0.60
TO STR #69
DA = 0.12 AC
C = 0.51
TO STR #65
DA = 0.02 AC
C = 0.30
TO STR #64
DA = 0.12 AC
C = 0.86 151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1 = 50
50 25 0 50 100
MATCH LINE - SEE SHEET 15
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
SUPER SILT FENCE
ROCK CHECK DAMS
SILT FENCE
LIMITS OF CLEARING & GRADING
DRAINAGE DIVIDES
OUTLET PROTECTION
NO. KEY SYMBOL DESCRIPTION
3.20
3.05
3.18
3.02
LCG
OP
SSF
SF
CE
CD
SAFETY FENCE3.01 SAF
3.32 PS PERMANENT SEEDING
IP STORM DRAIN
INLET PROTECTION3.07
3.36 B/M SOIL STABILIZATION
BLANKETS & MATTING
EROSION/SEDIMENT CONTROL LEGEND
TEMPORARY SEDIMENT BASIN3.14 SB
3.31 TS TEMPORARY SEEDING
TEMPORARYDIVERSION DIKE3.09 DD
CRITICAL SLOPE - EXISTING UNDERGROUND UTILITIES
IN THE AREA (SANITARY AND GAS). CONTRACTOR TO
TEST PIT AND COORDINATE ANY RELOCATION NEEDS
WITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.
CULVERT INLET PROTECTION3.08 CIP
TEMPORARY SEDIMENT TRAP3.13 ST E&S PHASE II1 = 50
16CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
IS THE PARTY RESPONSIBLE FOR
THE RESPONSIBLE LAND DISTURBER
DATE:
CERTIFICATION #:
NAME:
RESPONSIBLE LAND DISTURBER
NOTES:
1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2).
2.WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTED UNTIL ALL UPSTREAM DRAINAGE IS
FULLY STABILIZED WITH PERMANENT GROUND COVER.
3.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA IS NOT TO BE DISTURBED
DURING CONSTRUCTION AND SHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSION
AND SEDIMENT CONTROL MEASURES.
FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY
12/03/2025
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAE&S NARRATIVEMINIMUM CONSTRUCTION STANDARDS
An erosion and sediment control program adopted with this plan must be consistent with
the VSECH for 9VAC25-840-40 minimum standards:
1.Permanent or temporary soil stabilization shall be applied to denuded areas within
seven days after final grade is reached on any portion of the site. Temporary soil
stabilization shall be applied within seven days to denuded areas that may not be at
final grade but will remain dormant for longer than 14 days. Permanent stabilization
shall 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 stabilized
or protected with sediment trapping measures. The applicant is responsible for the
temporary protection and permanent stabilization of all soil stockpiles on site as well
as borrow areas and soil intentionally transported from the project site.
3.A permanent vegetative cover shall be established on denuded areas not otherwise
permanently stabilized. Permanent vegetation shall not be considered established
until a ground cover is achieved that is uniform, mature enough to survive and will
inhibit erosion.
4.Sediment basins and traps, perimeter dikes, sediment barriers and other measures
intended to trap sediment shall be constructed as a first step in any land-disturbing
activity and shall be made functional before upslope land disturbance takes place.
5.Stabilization measures shall be applied to earthen structures such as dams, dikes
and diversions immediately after installation.
6.Sediment traps and sediment basins shall be designed and constructed based upon
the 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 acre
of 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 areas
greater than or equal to three acres shall be controlled by a sediment basin. The
minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of
drainage area. The outfall system shall, at a minimum, maintain the structural integrity
of the basin during a 100-year storm of 24-hour duration. Runoff coefficients used in
runoff calculations shall correspond to a bare earth condition or those conditions
expected to exist while the sediment basin is utilized.
7.Cut and fill slopes shall be designed and constructed in a manner that will minimize
erosion. Slopes that are found to be eroding excessively within one year of
permanent stabilization shall be provided with additional slope stabilizing measures
until the problem is corrected.
8.Concentrated runoff shall not flow down cut or fill slopes unless contained within an
adequate temporary or permanent channel, flume or slope drain structure.
9.Whenever water seeps from a slope face, adequate drainage or other protection shall
be provided.
10.All storm sewer inlets that are made operable during construction shall be protected
so that sediment-laden water cannot enter the conveyance system without first being
filtered or otherwise treated to remove sediment.
11.Before newly constructed stormwater conveyance channels or pipes are made
operational, adequate outlet protection and any required temporary or permanent
channel lining shall be installed in both the conveyance channel and receiving
channel.
12.When work in a live watercourse is performed, precautions shall be taken to minimize
encroachment, control sediment transport and stabilize the work area to the greatest
extent possible during construction. Nonerodible material shall be used for the
construction of causeways and cofferdams. Earthen fill may be used for these
structures if armored by nonerodible cover materials.
13.When a live watercourse must be crossed by construction vehicles more than twice in
any six-month period, a temporary vehicular stream crossing constructed of
nonerodible material shall be provided.
14.All applicable federal, state and local requirements pertaining to working in or
crossing live watercourses shall be met.
15.The bed and banks of a watercourse shall be stabilized immediately after work in the
watercourse is completed.
16.Underground utility lines shall be installed in accordance with the following standards
in 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 approved
sediment trapping device, or both, and discharged in a manner that does not
adversely affect flowing streams or off-site property.
d.Material used for backfilling trenches shall be properly compacted in order to
minimize 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, provisions
shall be made to minimize the transport of sediment by vehicular tracking onto the
paved 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 shall
be removed from the roads by shoveling or sweeping and transported to a sediment
control disposal area. Street washing shall be allowed only after sediment is removed
in this manner. This provision shall apply to individual development lots as well as to
larger land-disturbing activities.
18.All temporary erosion and sediment control measures shall be removed within 30
days after final site stabilization or after the temporary measures are no longer
needed, unless otherwise authorized by the VESCP authority. Trapped sediment and
the disturbed soil areas resulting from the disposition of temporary measures shall be
permanently stabilized to prevent further erosion and sedimentation.
19.Properties and waterways downstream from development sites shall be protected
from sediment deposition, erosion and damage due to increases in volume, velocity
and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour
duration in accordance with the following standards and criteria. Stream restoration
and relocation projects that incorporate natural channel design concepts are not
man-made channels and shall be exempt from any flow rate capacity and velocity
requirements for natural or man-made channels:
a.Concentrated stormwater runoff leaving a development site shall be discharged
directly into an adequate natural or man-made receiving channel, pipe or storm sewer
system. 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 be
performed.
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 analysis
within the channel is one hundred times greater than the contributing drainage
area of the project in question; or
(2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify that
stormwater will not overtop channel banks nor cause erosion of channel bed or
banks.
(b)All previously constructed man-made channels shall be analyzed by the use of
a 10-year storm to verify that stormwater will not overtop its banks and by the
use of a two-year storm to demonstrate that stormwater will not cause erosion
of channel bed or banks; and
(c)Pipes and storm sewer systems shall be analyzed by the use of a 10-year
storm to verify that stormwater will be contained within the pipe or system.
c.If existing natural receiving channels or previously constructed man-made channels
or pipes are not adequate, the applicant shall:
(1)Improve the channels to a condition where a 10-year storm will not overtop the
banks and a two-year storm will not cause erosion to the channel, the bed, or the
banks; or
(2)Improve the pipe or pipe system to a condition where the 10-year storm is
contained within the appurtenances;
(3)Develop a site design that will not cause the pre-development peak runoff rate
from a two-year storm to increase when runoff outfalls into a natural channel or will
not cause the pre-development peak runoff rate from a 10-year storm to increase
when runoff outfalls into a man-made channel; or
(4)Provide a combination of channel improvement, stormwater detention or other
measures which is satisfactory to the VESCP authority to prevent downstream
erosion.
d.The applicant shall provide evidence of permission to make the improvements.
e.All hydrologic analyses shall be based on the existing watershed characteristics and
the ultimate development condition of the subject project.
f.If the applicant chooses an option that includes stormwater detention, he shall obtain
approval from the VESCP of a plan for maintenance of the detention facilities. The
plan shall set forth the maintenance requirements of the facility and the person
responsible for performing the maintenance.
g.Outfall from a detention facility shall be discharged to a receiving channel, and
energy dissipators shall be placed at the outfall of all detention facilities as necessary
to provide a stabilized transition from the facility to the receiving channel.
h.All on-site channels must be verified to be adequate.
i.Increased volumes of sheet flows that may cause erosion or sedimentation on
adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe
system, or to a detention facility.
j.In applying these stormwater management criteria, individual lots or parcels in a
residential, commercial or industrial development shall not be considered to be
separate development projects. Instead, the development, as a whole, shall be
considered to be a single development project. Hydrologic parameters that reflect the
ultimate development condition shall be used in all engineering calculations.
k.All measures used to protect properties and waterways shall be employed in a
manner which minimizes impacts on the physical, chemical and biological integrity of
rivers, streams and other waters of the state.
l.Any plan approved prior to July 1, 2014, that provides for stormwater management
that addresses any flow rate capacity and velocity requirements for natural or
man-made channels shall satisfy the flow rate capacity and velocity requirements for
natural or man-made channels if the practices are designed to (i) detain the water
quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour
period the expected rainfall resulting from the one year, 24-hour storm; and (iii)
reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hour
storms to a level that is less than or equal 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 is equal to the runoff volume from
the site when it was in a good forested condition divided by the runoff volume from
the site in its proposed condition, and shall be exempt from any flow rate capacity and
velocity requirements for natural or man-made channels as defined in 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 velocity
requirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied by
compliance 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 such
land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia
Stormwater Management Program (VSMP) Regulation or are exempt pursuant to
subdivision C 7 of § 62.1-44.15:34 of the Act.
n.Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of
the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed
to satisfy the requirements of this subdivision 19.
Vegetative Measures:
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days
after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied
within seven (7) days to denuded areas that may not be at final grade but will remain dormant for
longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to
be left dormant for more than one year.
Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or
temporary vegetation immediately after grading.
All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded
and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately
after construction
Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought
to final grade and seeded to protect from rill and gully erosion.
Management Strategies:
Construction shall be sequenced such that grading operations will begin and end as quickly as
possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion and
sediment control measures. Maintenance of these measures throughout the project is critical to the
effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and removed.
Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted,
seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open 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
which time the check dams shall be removed.
Devices listed above are considered minimum erosion and sediment controls. Additional control
measures may be necessary due to contractor phasing or other unforeseen conditions. It is the
contractor's responsibility to provide additional measures to those shown, as needed, in order to
control erosion and contain sediment on site. All measures shall be installed according to the
standards and specifications in the Virginia Erosion and Sediment Control Handbook.
Stormwater Management:
Increased runoff from this development will be controlled by the Project's stormwater management
facilities.(See SWM report)
Maintenance Program:
Inspections shall be conducted at a frequency of at least one every (4) business days or at least
one every (5) business days and no later that 24-hours following a measurable storm event. In the
event that a measurable storm event occurs when there are more than 24-hours between business
days, the inspection shall be conducted on the next business day. A measurable rain storm event is
defined as 0.25 inches of rainfall over a 24-hour period in accordance with 9VAC25-880-1. Any
damaged structural measures are to be repaired by the end of the day. Seeded areas shall be
checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized
and re-seeded as needed until grass is established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by
spreading on site.
Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is responsible for keeping existing public roads in a clean, dust and mud free,
condition at all times.
Erosion and sediment control program:
Phase I
1.Hold pre-construction meeting on site with inspector.
2.Install construction entrance.
3.Clearing and grubbing for placement of sediment control devices only.
4.Obtain inspector's approval prior to beginning grading operations.
5.Clear and grub main area of site protected by installed E&S controls.
Phase II
6.Rough grade remainder of site.
7.Install drainage devices with sediment control.
8.Final grading.
9.Restoration and stabilization of disturbed areas.
10.Remove erosion and sediment control measures with the approval of the inspector. ALL areas
to be stabilized 100% prior to installation of water quality BMPs.
Note: The Frederick County Public Works and Engineering Department retain the right to add
and/or modify these erosion and sediment control measures during the construction process,
within reason, to ensure adequate protection to the public and the environment.
Seeding schedule (soil stabilization):
1.All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.
2.Spread topsoil at a minimum depth of four (4) inches.
3.Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000
square feet (2 tons per acre).
4.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).
5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red Top
Clover.
6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored with
cutback 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 and repeated as needed to control dust.
VARIANCE REQUEST - COMPOST FILTER SOCK:
We are requesting the use of an alternative erosion and sediment control measures that is not
listed in the Virginia Erosion and Sediment Control Handbook.
1.Filtrexx - Compost Filter Sock: Compost filter sock is equivalent to silt fence, see detail on
sheet 20. This will allow for less disturbance since it can be installed on the surface and
requires no excavation.
SNOWDEN BRIDGE, SECTION AA-3 EROSION AND SEDIMENT
CONTROL NARRATIVE
Description: The Project development will consist of the construction of a mix of both Active Adult
Single Family homes, Duplex and Townhouse units with related utilities and road construction. The
property is zoned R4 and is located on the south side of Snowden Bridge Boulevard approximately
0.9 miles east of US Route 11 in Frederick County Virginia. This development will be in conjunction
with the completion of Snowden Bridge Boulevard by separate plan. This plan will be for Section
AA-3. The Overall E&S Phase I sheet depicts controls for Section AA-2 and includes controls that
will be carried over for use in the construction of Section AA-3. SWM was designed for both
Sections as well as completion of the Boulevard.
This plan is for the AA-3 section. This section consists of 35 Single Family, 28 Duplex and 118
Townhouse Active Adult units, with related utilities and road construction. 34.71 acres will be
disturbed for construction of Section AA-3 which includes areas in E&S and SWM installation.
Date of construction: Construction may begin following plan approval and the submission and
approval of all required Slope Stability Analyses. The project will take approximately twenty-four (24)
months to complete.
Existing site conditions: The proposed site is vacant, former agricultural lands comprised of
successional vegetation. The northern and northeastern portions of the site drain directly to Hiatt
Run. The southern portion of the site drains to Lick Run, a tributary to Hiatt Run, and to another
unnamed tributary of Hiatt Run.
Adjacent areas: The site is bounded on the north by residential zoned property. Bounded on the
west by a industrial/commercial zoned property. Bounded to the south by Residential zoned
property. Bounded on the east by residential zoned property.
Offsite areas: No offsite areas will be disturbed as part of this plan.
Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils
map this sheet.
Critical areas: Delineated stream/wetlands, floodplain, steep slopes and runoff reduction compliance
forest/open space as shown on the plans, are designated as critical areas. Disturbance around all
critical areas should be kept to a minimum and protected by the E&S control measures and safety
fence as shown on the plan. There are also existing underground utilities in the area (sanitary and
gas), contractor to test pit and coordinate any relocation needs with respective utility provider and
engineer.
Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural
erosion and sediment control measures shall be constructed and maintained according to the
minimum standards and specifications of the Virginia erosion and sediment control handbook.
Structural Measures:
Phase I:
Install Safety Fence (3.01) as shown on the plans to prevent access to critical areas.
Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimize
sediment carried onto roadway.
Install silt fence (3.05) and super silt fence as shown on the plans to intercept and detain small
amounts of sediment from disturbed areas during construction in order to prevent sediment from
leaving the site.
Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering storm
drainage systems prior to permanent stabilization of the disturbed area.
Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sediment
from entering, accumulating in and being transferred by the culvert prior to permanent stabilization
of the disturbed area.
Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to the
sediment trapping structures.
Install Temporary Sediment Traps (3.13) as shown on plans to detain sediment-laden runoff from
small disturbed areas long enough to allow the majority of the sediment to settle out.
Install Temporary Sediment Basins (3.14) as shown on plans to detain sediment-laden runoff from
disturbed areas in "wet" and "dry" storage long enough for the majority of the sediment to settle out.
Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.
Install rock check dams (3.20) as shown on the plans to reduce the velocity of concentrated
stormwater flows and to trap sediment generated from adjacent areas or the ditch itself.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1
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 which have been brought to final grade and seeded to protect from rill and gully erosion.
*No water quality BMP's to be installed until their respective drainage areas are completed and fully
stabilized.
Phase II:
Phase I controls shall remain into Phase II for the duration of the project or until drainage area is
stabilized unless shown otherwise.
Install inlet and outlet protection measures as stormwater structures are installed.
Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4.
Contractor shall redirect the concentrated flow away from the fill slope by installing diversion dike
and divert the runoff to sediment traps or sediment basins.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1
or greater) and as needed to stabilize disturbed areas.
BMPs shall not be installed until their respective drainage area is completed and fully stabilized.
NOT TO SCALE
17
12/03/2025
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAE&S DETAILS102
101
100FLOWFLOW
2"x2" WOODEN STAKES
PLACED @ 10' O.C.
COMPOST FILTER
SOCK
EXISTING
CONTOURS
UNDISTURBED AREA
PLAN VIEW
COMPOST FILTER
SOCK
2" x 2" WOODEN STAKES
PLACED @ 10' O.C.
BLOWN / PLACED
FILTER MEDIA
UNDISTURBED AREADISTURBED AREA
SECTION VIEW
NOTES:
1.COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK
SHALL BE EXTENDED AT LEAST 8' UP SLOPE AT 45° TO THE MAIN SOCK ALIGNMENT.
2.TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.
3.ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT
OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.
4.SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL
BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS
OF INSPECTION.
5.BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS
AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S
RECOMMENDATIONS.
6.UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE
SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH
SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.
7.COMPOST SHALL MEET THE FOLLOWING STANDARDS OR APPROVED MANUFACTURER'S
RECOMMENDATIONS.
ORGANIC MATTER CONTENT
ORGANIC PORTION
Ph
MOISTURE CONTENT
PARTICLE SIZE
SOLUBLE SALT CONCENTRATION
80% - 100% (DRY WEIGHT BASIS)
FIBROUS AND ELONGATED
5.5 - 8.0
35% - 55%
98% PASS THROUGH 1" SCREEN
5.0 dS MAXIMUM
COMPOST FILTER SOCK
DISTURBED AREA
12" MIN.
TABLE 4.2
Material Type 3 mil HDPE 5 mil HDPE 5 mil HDPE
Multi-Filament
Polypropylene
(MFPP)
Heavy Duty
Multi-Filament
Polypropylene
(HDMFPP)
Material
Characteristics
Photo-
degradable
Photo-
degradable
Bio-
degradable
Photo-
degradable
Photo-
degradable
12"
18"
24"
32"
12"
18"
24"
32"
12"
18"
24"
32"
12"
18"
24"
32"
12"
18"Sock Diameters
Mesh Opening 3/8"3/8"3/8"3/8"1/8"
Textile Strength 26 psi 26 psi 44 psi 202 psi
100% at
1000 hr.
100% at
1000 hr.
23% at
1000 hr.
23% at
1000 hr.
Ultraviolet
Stability %
Original Strength
(ASTM G-155)
2 years1 year6 months9 months6 months
Minimum
Functional
Longevity
Twy-ply systems
Inner Containment Netting
Composite Polypropylene Fabric
(Woven layer & non-woven fleece
mechanically fused via needle punch)
HDPE biaxial net
Continuously wound
Fusion-welded junctures
3/4" x 3/4" Max. aperture size
Outer Filtration Mesh
3/16" Max. aperture size
Sock fabrics composed of burlap may be used on projects lasting 6 months or less.
Table 4.1
COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS
Filtrexx & JMD
NOT TO SCALE
18
12/03/2025
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAE&S DETAILSNOT TO SCALE
19
12/03/2025
PROPOSED PEDESTRIAN BRIDGEOVER STREAM (NO STREAMIMPACT PROPOSED)6' TRAIL6' TRAILPROP. RET. WALL(DESIGN BYOTHERS)MONUMENTSIGN3 RAILPADDOCKFENCE3-2
3-1WWWWWWWWWWWWWW
W
W
WA1A2B2ARVBSPROP. RET. WALL(DESIGN BY OTHERS)PROP. RET. WALL(DESIGN BY OTHERS)S
E
C
T
I
O
N
A
A
-
3
FU
T
U
R
E
S
E
C
T
I
O
N
A
A
-
4
SECTIO
N
A
A
-
3
FUTUR
E
S
E
C
T
I
O
N
A
A
-
410' PEDESTRIAN TRAILPROP. RET. WALL "B"(DESIGN BY OTHERS)PROP. RET. WALL "A"(DESIGN BY OTHERS)S
N
O
W
D
E
N
B
R
I
D
G
E
B
L
V
DSNOWDEN BRIDGE BLVDPROP. GURADRAILPROP. GURADRAILGRASS BMPMAINTENANCE ACCESSACCESS &MAINT. ESMT.PROP. RET. WALL "B"(DESIGN BY OTHERS)PROP. RET. WALL "A"(DESIGN BY OTHERS)S
N
O
W
D
E
N
B
R
I
D
G
E
B
L
V
DSNOWDEN BRIDGE BLVDPROP. GURADRAILPROP. GURADRAILGRASS BMPMAINTENANCE ACCESSACCESS &MAINT. ESMT.SECTION 25SECTION 23SECTION 25SECTION 24SECTION 23SECTION 25SECTION 25SECTION 24PROP. RET
.
WALL
(DES
IGN
BY
OTHERS
)
636.
0 636.0636.0636.0636.0
636.
0
634.0
634.0
634.0
634.0
634.0 634.0
634.0 632.0632.0632.0632.0
632.0 632.0632.0
632.0
632.0632.0630.0630.0630.0630.0630.0630.0628.0628.0
62
8
.
0
628.0626.0626.0626.0626.0624.0624.0624.0624.0622.0622.0622.0622.0620.0620.0620.0620.0618.0618.0618.0618.0616.0616.0
61
6
.
0
616.0614.0614.0614.061
4
.
0
614.0612.0612.0612.0612.0610.0610.0608.0
6
0
8
.
0608.0606.
0606.06
0
4
.
0604.0602.0602.0600.0600.0E
X
I
S
T
I
N
G
C
O
N
S
E
R
V
A
T
I
O
N
E
A
S
E
M
E
N
TBMP 1WET PONDLVL 2(POND 1)BMP 2BIORETENTIONLVL 2BMP 3BIORETENTIONLVL 2BMP 5WET PONDLVL 1(POND 2)BMP 4BIORETENTIONLVL 2BMP 7WET PONDLVL 1(POND 4)BMP 6BIORETENTION LVL2WQ CONSERVATION ESMNT. #2WQCONSERVATIONESMNT. #1BMP 15JELLYFISHFILTER ORAPPROVEDEQUIV.650650650650
6406206206306306406306
3
0
630650660660650650640 650640630640640640 640 640630
640630620610630620610600600610560
570
580
590
560
570
580
590
610
6005
9
0
6
0
0
580
590
600BMP 8BIORETENTIONLVL 2BMP 14BIORETENTIONLVL 2BMP 13BIORETENTIONLVL 2W/ EDCELLBMP 11BIORETENTIONLVL 2BMP 12BIORETENTIONLVL 2DETENTIONPOND NO WQCREDIT(POND 7)DETENTIONPONDNO WQCREDIT(POND 5)BMP 10WET PONDLVL 1(POND 6)BMP 9BIORETENTIONLVL 2640650650650650650640640650650640640
63
0
630
650640
6
3
0
6
5
0
650620600590600620650
650640640
650
650
650 650650640630 620620630610
610620640
650BMP 21BIORETENTIONLVL 2BMP 16BIORETENTIONLVL 2POND 9DETENTIONPOND (NO WQCREDIT)BMP 18BIORETENTIONLVL 1BMP 23GRASSCHANNELLVL 1BMP 22GRASSCHANNELLVL 1BMP 17BIORETENTIONLVL 1POND 8DETENTIONPOND (NO WQCREDIT)BMP 19BIORETENTIONLVL 1BMP20/POND 3WETPOND LVL1FUT. SEC.25 BMP 24BIORETENTIONLVL 2FUT. SEC.25 BMP 25BIORETENTIONLVL 2FUT. SEC.25 BMP 26BIORETENTIONLVL 2620
630
640
6506506
40 620610600600590640630610620650660640650650640620630640650650650
650650650 640630650620630630640
660
660650640640
640630630620620WQCONSERVATIONESMNT. #6FUTURESECTION 25PROPOSEDSECTION AA3APPROVEDSECTION AA2APPROVEDSECTION AA1PROPOSEDSECTION 24WQ CO
N
S
E
R
V
A
T
I
O
N
ESMNT.
#
4
WQ CO
N
S
E
R
V
A
T
I
O
N
E
S
M
N
T
.
#
3
W
Q
C
O
N
S
E
R
V
A
T
I
O
N
E
S
M
N
T
.
#
5
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 | ASHBURN, VA | MARTINSBURG, WV8706/27/2025TC2760BSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIARev. No.Date SCALE: 1" = 150'1500150300VRRM PROJECT SITE AREA LIMITSBMP LABELSVRRM SITE AREA TREATEDBY BMP DEVICESBMP LEGENDBMP XRUNOFF REDUCTION COMPLIANCEFOREST/OPEN SPACE FOR BMPWATER QUALITY (INCLUDED IN SITE AREAVRRM CALCS)IMPERVIOUS AREA (BUILDINGS,ROADS, ETC.)SOIL GROUPSOIL GROUP LETTERNOTES:1.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA SHOWN HEREON SHALL BEMAINTAINED IN A FOREST/OPEN SPACE MANNER UNTIL SUCH TIME THAT AN AMENDED SWM PLANIS APPROVED BY THE VSMP AUTHORITY.2.THE PROTECTED FOREST/OPEN FOR RUNOFF REDUCTION COMPLIANCE SHALL REMAIN IN ANATURAL, VEGETATED STATE. HOWEVER THE FOLLOWING ACTIVITIES ARE ALLOWED: FORESTMANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVERECREATION (TRAILS), LIMITED BRUSH HOGGING.3.ALL AREAS THAT WILL ARE CONSIDERED FOREST/OPEN SPACE FOR RUNOFF REDUCTION SHALLBE PROTECTED WITH DOCUMENTATION THAT PRESCRIBES THE AREA WILL REMAIN IN A NATURAL,VEGETATED STATE. APPROPRIATE DOCUMENTATION INCLUDES: SUBDIVISION COVENANTS ANDRESTRICTIONS, DEEDED OPERATION AND MAINTENANCE AGREEMENTS AND PLANS, PARCEL OFCOMMON OWNERSHIP WITH MAINTENANCE PLAN, THIRD PARTY PROTECTIVE EASEMENTS, WITHINPUBLIC RIGHT-OF-WAY OR EASEMENT WITH MAINTENANCE PLAN, OR OTHER DOCUMENTATIONAPPROVED BY THE LOCAL PROGRAM AUTHORITY.POST DEVELOPMENT DIVIDEWETLAND MITIGATION AREARIPARIAN BUFFERDELINEATED WETLANDSSITE BOUNDARY1" = 150'SWM NOTE:Stephenson Village II is a large residential development. As the project is one plan of common development the SWM design andplan will continually be updated to incorporate the contiguous sections of the development. This approach allows for a morecomprehensive stormwater approach. At this time Snowden Bridge Blvd 2 and Section AA-1 have been approved. Section 24-25as reflected on the SWM sheets in this plan is currently under design. This comprehensive quantity and quality analysis within thisplan supercedes the Section AA-1 design plan and the Snowden Bridge Blvd 2 design plan. As each section is designed andapproved the latest section will have the comprehensive SWM plan for the development with relevant updates.20WATER QUALITY MAP
2760B12/03/2025
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV8706/27/2025TC2760BSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIARev. No.Date N/ABLVD, AA1, AA2 VRRM SUMMARYAA3 VRRM SUMMARY21WATER QUALITY COMPUTATIONS
2760BSWM NOTE:Stephenson Village II is a large residential development. As the project is one plan of common development the SWM design and plan willcontinually be updated to incorporate the contiguous sections of the development. This approach allows for a more comprehensive stormwateranalysis and design. At this time Snowden Bridge Blvd 2, Section AA-1 and Section AA-2 have been approved. Section AA-3, 24, and 25 asreflected on the SWM sheets in this plan is currently under design. This comprehensive quantity and quality analysis within this plan supercedesthe Section AA-1 and AA-2 design plan. As each section is designed and approved the latest section will have the comprehensive SWM plan forthe development with relevant updates. A total of 4.07 credits will need purchased for sections 24-25. The breakdown shown in the phosphorussummary shown above calculates the credit breakdown for each section based on the percentage of area that will drain to the water qualityfacilities within each section's limits of disturbance.Phosphorus Credit Purchase Breakdown:··15.29 lbs required (Covers SB BLVD 2 PIP, Sec AA-1A, AA-1B, AA-2 & AA-Rec)···15.29 lbs of nutrient credits purchased to obtain VSMP/LDP for Sec AA-1, AA-2, SB BLVD 2 PIP, and AA-REC permits··13.62 lbs required - reduction in credits based on revisions to SB BLVD 2 PIP and Sec AA-1 (Replaced AA-1A & AA-1B)···1.67 lbs surplus of purchased nutrient credits associated with AA-1, AA-Rec, & SB BLVD 2 PIP permits.··10.29 lbs required (Covers AA-2 & AA-3)···8.62 lbs of nutrient credits purchased to obtain VSMP/LDP for AA-2 & AA-3.···1.67 lbs surplus associated with AA-1, AA-Rec, & SB BLVD 2 PIP permits···1.67 lbs + 8.62 lbs = 10.29 lbs12/03/2025
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV8706/27/2025TC2760BSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIARev. No.Date0109/26/2025N/ASECTION 24-25 VRRM SUMMARY22WATER QUALITY COMPUTATIONS
2760BSWM NOTE:Stephenson Village II is a large residential development. As the project is one planof common development the SWM design and plan will continually be updated toincorporate the contiguous sections of the development. This approach allows for amore comprehensive stormwater analysis and design. At this time Snowden BridgeBlvd 2, Section AA-1 and Section AA-2 have been approved. Section AA-3, 24, and25 as reflected on the SWM sheets in this plan is currently under design. Thiscomprehensive quantity and quality analysis within this plan supercedes theSection AA-1 and AA-2 design plan. As each section is designed and approved thelatest section will have the comprehensive SWM plan for the development withrelevant updates. A total of 4.07 credits will need purchased for sections 24-25.The breakdown shown in the phosphorus summary shown above calculates thecredit breakdown for each section based on the percentage of area that will drain tothe water quality facilities within each section's limits of disturbance.Phosphorus Credit Purchase Breakdown:··15.29 lbs required (Covers SB BLVD 2 PIP, Sec AA-1A, AA-1B, AA-2 &AA-Rec)···15.29 lbs of nutrient credits purchased to obtain VSMP/LDP for SecAA-1, AA-2, SB BLVD 2 PIP, and AA-REC permits··13.62 lbs required - reduction in credits based on revisions to SB BLVD 2PIP and Sec AA-1 (Replaced AA-1A & AA-1B)···1.67 lbs surplus of purchased nutrient credits associated with AA-1,AA-Rec, & SB BLVD 2 PIP permits.··10.29 lbs required (Covers AA-2 & AA-3)···8.62 lbs of nutrient credits purchased to obtain VSMP/LDP for AA-2& AA-3.···1.67 lbs surplus associated with AA-1, AA-Rec, & SB BLVD 2 PIPpermits···1.67 lbs + 8.62 lbs = 10.29 lbs12/03/2025
WM
S
S
S
S
L
A
B
=
6
2
7
.
1
0
S
L
A
B
=
6
2
8
.
1
0
1' JUMP2275WEIR2175SS5:1
M
A
X
2207SS2314SS1
%1775INV1741INV8800SS8743SS2275WEIR2275GABC15CLASS 1 RIPRAPSC 250 MATTING BY NA GREEN ORAPPROVED EQUIVALENT16' GABION (SEEDETAIL)6226246226246246226
2
2
624622626628L
O
T
3
1
6
6
L
O
T
3
1
6
5
P
R
E
T
R
E
A
T
M
E
N
T
C
E
L
L BMP #9 - BIORETENTION LEVEL 2621.75621.756" PERF SCH 40PVC UDMEDIA6" SCH 40 PVC@ 0.50%625625592594596598600610620602604606608612614616618622624590CLASS 1RIPRAPSTORM DRAINAGE ESMT.6306
3
2 6268' MIN. EMBANKMENT3' WIDEWEIR6
2
5
625CO (TYP)CO (TYP)WYE (TYP)RUB
Y
R
O
Y
C
E
D
R
I
V
E
WMS SWWW
W
SLAB =653.454950SS1919A204950SS4567INV5050GAB5050GAB5000SS5:1 MAX5:1 MAX12+00 STORM SEWERESMT.CO (TYP)WYE (TYP)12' GABION (SEEDETAIL)24" NYLO W/ DOME GRATETOP = 650.50PRETREATMENT CELL652
650
LOT 3103CARRICK BEND WAY
649.54" PERF SCH 40
PVC UD
BMP #11 - BIORETENTIONLEVEL 2MEDIA6526546524" SCH 40 PVCWATER QUALITY DETAILS
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 | ASHBURN, VA | MARTINSBURG, WV8706/27/2025TC2760BSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIARev. No.Date 402001020SCALE: 1" = 20'·WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTEDUNTIL ALL UPSTREAM DRAINAGE IS FULLY STABILIZEDWITH PERMANENT GROUND COVER.·ALL ENGINEERED MEDIA BED AREAS SHALL BE PROTECTEDWITH SILT FENCE UPON COMPLETION OF WATER QUALITYSWALE CONSTRUCTION AND SHALL REMAIN IN PLACEUNTIL ALL UPSTREAM AREAS ARE STABILIZED WITH GRASSOR SOD.·FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR·SEE LANDSCAPE PLAN FOR PLANTINGS·ALL WATER QUALITY MEASURES SHALL BE INSPECTED ANDCERTIFIED BY A CERTIFIED ENGINEER DURINGCONSTRUCTION.·ALL NYLOPLAST/RISER STRUCTURES TO HAVE DOMEGRATES INSTALLED UNLESS OTHERWISE SPECIFIEDGABION WALL PRETREATMENT CELLNOT TO SCALE3'EXPOSEDHEIGHTVARIES(SEE PLAN)MIN.BURIEDDEPTH 0.5'PRETREATMENTCELLPROPOSEDGRADE2' MINGRAVELDIAPHRAGMIMPERMEABLELINER(GEOMEMBRANE)1'CLEAN WASHEDGRAVEL (#1 STONE)GABIONBASKET, VDOTCL A1 RIP RAPINSIDEGABIONBASKET1' MIN.1' MIN.0.5'MIN.PROPOSEDGRADEFRONT VIEWSIDE VIEWGABION BASKET HEIGHT = 12", 18" OR 36"6" PVC SCREWCAP ON GRADE6" PVCNON-PERFORATEDSTANDPIPEUSE 45° WYE AND FITTING OREQUIVALENT DIRECTIONALCLEANOUT TO CONNECT UNDERDRAIN TO STANDPIPE6" PVC CLEANOUT DETAILGEOTEXTILEFABRICENGINEERED SOILLAYER8" OR 6" MIN. GRAVELLAYER6" OR 4" PERFORATEDCORRUGATEDUNDERDRAINBMP #9 MATERIAL CROSS SECTIONNTS402001020SCALE: 1" = 20'BMP #11 MATERIAL CROSS SECTIONNTS1" = 20'2312/03/2025
SLAB =654.17SLAB =654.17SLAB =SLAB =654.106061624556INV5150SS5150SS5150GAB5150SS4950SS4940SSSTORM SEWERESMT.4' RISER W/ TRASH RACKTOP = 650.504' RISER W/ TRASH RACKTOP = 650.40WYE (TYP.)CO (TYP.)LOT 3081LOT 30826506506526524" PERF SCH 40PVC UDBMP #12 - BIORETENTION LEVEL 2MEDIA649.406526526526506544" SCH 40 PVCSTORM SEWERESMT.STORM SEWERESMT.5' WIDE EMERGENCYSPILLWAYTOP = 651.508' GABION (SEE DETAIL)PRETREATMENTCELLXXXXXXSSSSSSSSWWWWWWWSLAB =651.29939291908081824000SS4000SS4100WEIR4000SS3600INV4000SS4100WEIR4150GAB4150GAB4050INV4050SS4185SS4185SS4185SSSTORM SEWER ESMT.15' GABION,SEE DETAILSTORM SEWER ESMT.WYE (TYP.)CO (TYP.)5' RISER W/ TRASH RACKTOP = 640.85ORIFICE = 637.00LOT 3024652648638640642644646650640642634636638640640642642PRETREATMENTCELL642PENGUIN CREST DRIVEMEDIA637.56376" PERF SCH 40PVC UD648
642
644
646
650
CL A1RIP-RAP9' WIDEWEIR8' MIN. EMBANKMENTTOP = 643.00SC 250 MATTING BY NA GREEN ORAPPROVED EQUIVALENTCL A1 RIPRAPEMERGENCY SPILLWAYELEV = 641.856" PERF SCH 40PVC UD643643643643
VDOT CL A1 RIP-RAP641.5
641.5
641.5641.5641.5"A""A"HGLGABIONWALL10 YR WS(ELEV = 641.23)100 YR WS(ELEV = 641.70)MICRO POOL WS(ELEV = 637.00)BMP #13 MATERIAL(SEE SECTION)VDOT CL A1RIP RAP9' - 18" ADS N-12@ 0.50%17' - 15" ADSN-12 @ 5.00%4'2'GRASS WEIR15' - 18" ADS N-12@ 1.17%0+000+501+001+502+002+503+003+50615620625630635640645650655909192938081826604+004+50BMP #13 SECTION "A"6156206256306356406456506556600+50.00 = EW-1 (24)
INV OUT = 640.50
78' - 18" ADS N-12 @ 1.47%3+87.49 = ES-1 (18)
INV OUT = 634.10
3+78.77 = NYP-24"
INV IN = 634.24 (18")
INV OUT = 634.14
3+00.93 = MH1
INV IN = 635.63 (15")
INV OUT = 635.38
2+83.62 = Base 5'
INV IN = 636.50 (3" ORIFICE)
INV OUT = 636.50
TOP = 635.59
TOP = 640.00
TOP = 643.16
TOP = 640.85
60" RISER
0+20.17 = Base
INV IN = 644.22 (18")
INV OUT = 640.72
DI-3B - 4'
0+05.49 = Base
INV IN = 644.50 (18")
INV OUT = 644.40 DI-3C - 6'
TOP = 643.50
TOP = 649.18
TOP = 649.15
H: 1"=50'V: 1"=5'EX. GRADEPROP. GRADEPROP. GRADEEX. GRADE30' - 24"ADS N-12 @ 0.75%1'WATER QUALITY DETAILS
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 | ASHBURN, VA | MARTINSBURG, WV8706/27/2025TC2760BSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIARev. No.Date 402001020SCALE: 1" = 20'402001020SCALE: 1" = 20'BMP #12 MATERIAL CROSS SECTIONNTSBMP #13 MATERIAL CROSS SECTIONNTSAS SHOWN245'CONCRETE FILL FORBUOYANCY0.24' MIN.BMP #13 BIORETENTION LVL 2PRINCIPAL RISER SECTIONNTSTYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALTOP OF RISERELEV =640.85MIN 6" THICK WALL3:1MICRO POOLWS ELEV 637.0015" RCP ASTMC-361 (RUBBERGASKETSW.T. JOINTS)ELEV = 636.50PRECAST RCP BASEAND RISERSTRUCTURE (VDOTA4 CONCRETE) - 5'INSIDE DIAMETERPLASTIC SOLUTIONSTRASH RACK ORAPPROVED EQUAL3" ORIFICE ELEV637.003:1BMP #13 PRINCIPAL RISER PLAN VIEWNTSTOP TRASH RACK NOTSHOWN FOR CLARITY15" PIPEPRECAST RCP BASE ANDRISER STRUCTURE (VDOTA4 CONCRETE) - 5' INSIDEDIAMETERPLASTIC SOLUTIONS TRASHRACK OR APPROVED EQUAL2.5'MIN 6" THICK WALL3" ORIFICEBOTTOM ELEV636.50SCALE: 1" = 50'50250501003'EXPOSEDHEIGHTVARIES(SEE PLAN)MIN.BURIEDDEPTH 0.5'PRETREATMENTCELLPROPOSEDGRADE2' MINGRAVELDIAPHRAGMIMPERMEABLELINER(GEOMEMBRANE)1'CLEAN WASHEDGRAVEL (#1 STONE)GABIONBASKET, VDOTCL A1 RIP RAPINSIDEGABIONBASKET1' MIN.1' MIN.0.5'MIN.PROPOSEDGRADEFRONT VIEWSIDE VIEWGABION BASKET HEIGHT = 12", 18"OR 36"GABION WALL PRETREATMENT CELLNOT TO SCALESCALE: 1" = 5'
5 2.5 0 5 10
12/03/2025
SSSSSWMSLAB =652.94SLAB =650.226486466486486466466506523837363535A4650GAB4550SS4550SS4650GAB4150INVSTORM SEWER ESMT.12' GABION,SEE DETAILWYE (TYP)CO (TYP)648646LOT 3054BMP #14 - BIORETENTION LEVEL 2PRETREATMENT CELL6" PERF SCH 40PVC UD650652648648648STORM SEWER ESMT.30" NYLO W/ DOME GRATETOP = 647.00646645.564665048" RISER W/ DOME GRATETOP = 646.50WATER QUALITY DETAILS
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 | ASHBURN, VA | MARTINSBURG, WV8706/27/2025TC2760BSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIARev. No.Date 402001020SCALE: 1" = 20'BMP #14 MATERIAL CROSS SECTIONNTS1" = 20'25·WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTEDUNTIL ALL UPSTREAM DRAINAGE IS FULLY STABILIZEDWITH PERMANENT GROUND COVER.·ALL ENGINEERED MEDIA BED AREAS SHALL BE PROTECTEDWITH SILT FENCE UPON COMPLETION OF WATER QUALITYSWALE CONSTRUCTION AND SHALL REMAIN IN PLACEUNTIL ALL UPSTREAM AREAS ARE STABILIZED WITH GRASSOR SOD.·FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR·SEE LANDSCAPE PLAN FOR PLANTINGS·ALL WATER QUALITY MEASURES SHALL BE INSPECTED ANDCERTIFIED BY A CERTIFIED ENGINEER DURINGCONSTRUCTION.·ALL NYLOPLAST/RISER STRUCTURES TO HAVE DOMEGRATES INSTALLED UNLESS OTHERWISE SPECIFIED3'EXPOSEDHEIGHTVARIES(SEE PLAN)MIN.BURIEDDEPTH 0.5'PRETREATMENTCELLPROPOSEDGRADE2' MINGRAVELDIAPHRAGMIMPERMEABLELINER(GEOMEMBRANE)1'CLEAN WASHEDGRAVEL (#1 STONE)GABIONBASKET, VDOTCL A1 RIP RAPINSIDEGABIONBASKET1' MIN.1' MIN.0.5'MIN.PROPOSEDGRADEFRONT VIEWSIDE VIEWGABION BASKET HEIGHT = 12", 18"OR 36"GABION WALL PRETREATMENT CELLNOT TO SCALE12/03/2025
PROP. RET. WALL(DESIGN BY OTHERS)110114A1141131-21-1C1C21A-O1B-O1C1D2A-O2B3A-O3C3F3I3L3G6A6B6C-O123J-O5A5C-O3E-O2C6C-O27A7B8ASF-9SF-10SF-119A10A2D5B3H6D11A3B3D3KSTUDY POINT 1STUDY POINT 5STUDY POINT 11STUDY POINT 3STUDY POINT 2STUDY POINT 6STUDY POINT 10STUDY POINT 9STUDY POINT 8STUDY POINT 7STUDY POINT 12DISCHARGE TO ADEQUATEOUTFALL (1% RULE)(8.78 Acres/ 5,145 Acres = 0.2%)151 Windy Hill Lane
Winchester, Virginia 22602
Telephone: (540) 662-4185
Fax: (540) 722-9528
www.greenwayeng.com
FND 1971
E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA
OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV8706/27/2025TC2760BSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA1 = 200
26STORMWATER MANAGEMENT PLAN - PRE
2760BPRE-DEVELOPMENT DRAINAGESCALE: 1 = 200
2000200400SNOWDEN BRIDGE SECTIONS 24, 25, AA-1, AA-2, AA-3, AA REC, 24-25 AMENITY CENTER AND THECOMPLETION OF SNOWDEN BRIDGE BOULEVARD.PRE-DEVELOPED DRAINAGE:Sections 24, 25, AA-1, AA-2, AA-3, AA-Rec, 24-25 amenity center and the completion of Snowden BridgeBoulevard will have a total disturbed area of 194.90 acres. The proposed sites are comprised of vacant,former agricultural lands comprised of successional vegetation. The northern and northeastern portions of thesite drain directly to Hiatt Run. The southern portion of the site drains to Lick Run, a tributary to Hiatt Run, andto another unnamed tributary of Hiatt Run.The site has eleven study points. Study Point #1 has a total drainage area of 19.90 acres. Study Point #2 hasa total drainage area of 20.46 acres. Study Point #3 has a total drainage area of 86.11 acres. Study Point #4has a drainage area of 0.38 acres. Study Point #5 has a total drainage area of 20.53 acres. Study Point #6 hasa total drainage area of 31.45 acres. Study Point #7 has a total drainage area of 6.43 acres. Study Point #8has a drainage area of 6.15 acres. Study Point #9 has a drainage area of 9.29 acres. Study Point #10 has adrainage area of 11.39 acres. Study Point #11 has a drainage area of 10.94 acres. These drainage areasconsist mainly of the proposed Sections 24, 25, AA-1, AA-2, AA-3, AA Rec and 24-25 amenity center areas.Study Point #11 represents the discharge point into the FEMA flood hazard area and an adequate channelbased on the 1% rule of drainage area (8.78 Acres/ 5,145 Acres = 0.2%).SITE BOUNDARYDRAINAGE AREA LABELSDRAINAGE DIVIDESDRAINAGE AREAS TOPROPOSED SWM FACILITIESSWM LEGEND1ADRAINAGE AREA TOADEQUATE CHANNEL ANDOUTFALL AT 1% RULETc FLOWPATHWETLAND MITIGATION AREARIPARIAN BUFFERWATER QUALITYCONSERVATION EASMENTDELINEATED WETLANDS12/03/2025
PROP. RET. WALL(DESIGN BY OTHERS)63
6
.
0 636.063
6
.
0636.0636.0
6
3
6
.
0
634.0
634.0
634.0
634.0
634.0 634.0634.0 632.0632.0632.0632.0
632.0 632.0632.0
632.0632.0632.0630.0630.0630.0630.0630.0630.0628.0628.0628
.
0
628.0626.0626.0626.0626.0624.0624.0624.0624.0622.0622.0622.0622.0620.0620.0620.0620.0618.0618.0618.0618.0616.0616.0616.0616.0614.0614.0614.0614.0614.0612.0612.0612.0612.0610.0610.0608.
0608.0608.0606.0606.0604.0604.0602.0602.0600.0600.0SNOWDEN BR
IDGE
B
LVDSNOWDEN BRIDGE BLVDSIGHTDISTANCEESM'TSIGHT DISTANCE ESM'TSIGHT DISTANCE ESM'TSIGHT DISTANCE ESM'TSIGHT DISTANCE ESM'TACCESS &MAINT. ESMT.110114A114115116117120121123122118122A1131-21-1C1C23-2
3-1A1A2B2100' ZONING DISTRICT BUFFER
BSECTION AA-1SECTION AA-2 SECTION AA-1SECTION AA-2
PROP. RET. WALL(DESIGN BYOTHERS)25' ROADBUFFER25' ROADBUFFERPROPOSED RETAININGWALL(5.5' MAX HEIGHT)SNOWDEN BRIDGE BLVDBASED ON A SEPARATEAPPROVED PLANSECTION AA-1SECTION AA-2 SECTION AA-1SECTION AA-2 SECTION AA-1SECTION AA-2 SECTION AA-1SECTION AA-2 SECTION AA-1SECTION AA-2MH180Top=596.00In(30)593.50Out=593.50Depth=2.5019°45°13°48°92°42°16°PROP. RET. WALL(DESIGN BY OTHERS)PROP. RET. WALL(DESIGN BY OTHERS)SECTION
AA
-3
FUTUR
E
S
EC
T
ION
A
A
-
4
SE
C
T
I
O
N
A
A
-
3
FU
T
U
R
E
S
E
C
T
I
O
N
A
A
-
410' PEDESTRIAN TRAIL93°0991TOP2001TOP9977TOP8800TOP8743TOPLOW POINT10+75.52610.29-2.00%2.20%2.20%30+02.3618+83.59650650650650650640640650650 640620620630630640630630630650660660650650640650 640630640640640 640640630640630620610630620610600600620
630
620
610
56
0
5
7
0
5
8
0
5
9
0
5
6
0
5
7
0
5
8
0
5
9
0
6
1
0
600590600580
590
6
0
01C 1D2B3C3B3E5A5C-O3I3E-O3F5B3L3K6B6D6A6C-O3J-O3H2D42C22C7A8ASF-9SF-10SF-119A10ASF-11-211B2D2D22D38A22D59BAPPROVEDSECTION AA2APPROVEDSECTION AA1FUTURESECTION 25PROPOSEDSECTION AA3PEOPOSEDSECTION 24STUDY POINT 1STUDY POINT 5STUDY POINT 11STUDY POINT 3STUDY POINT 2STUDY POINT 6STUDY POINT 10STUDY POINT 9STUDY POINT 8STUDY POINT 7STUDY POINT 12DISCHARGE TO ADEQUATEOUTFALL (1% RULE)(8.78 Acres/ 5,145 Acres = 0.2%)11A123C-21B-O2A-O6C-O2151 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 | ASHBURN, VA | MARTINSBURG, WV8706/27/2025TC2760BSTEPHENSON VILLAGE II
SECTION AA-3
STONEWALL MAGESTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA1 = 200'27STORMWATER MANAGEMENT PLAN - POST
2760BSITE BOUNDARYDRAINAGE AREA LABELSDRAINAGE DIVIDESDRAINAGE AREAS TOPROPOSED SWM FACILITIESSWM LEGEND1ASCALE: 1 = 200'2000200400DRAINAGE AREA TOADEQUATE CHANNEL ANDOUTFALL AT 1% RULETc FLOWPATHPOST-DEVELOPMENT DRAINAGEWETLAND MITIGATION AREARIPARIAN BUFFERWATER QUALITYCONSERVATION EASMENTDELINEATED WETLANDSPOST-DEVELOPMENT DRAINAGE:The post-development conditions include single family houses, townhomes, SWM BMP's, recreationalamenities, associated parking, travel ways and utilities and the completion of Snowden Bridge Boulevard.Water Quantity:Channel Protection was achieved through the use of BMP's and SWM facilities for Study Points #1-10.Study Point #12 discharges as sheet flow in both pre and post condition and the post drainage area hasbeen reduced to ensure increased volumes from sheet flow have no negative downstream effects, thismeets standards for channel and flood protection. Study Point #11 is an adequate outfall location basedon the 1% rule for drainage area and is within the Hiatt Run FEMA flood hazard area (8.78 Acres/ 5,145Acres = 0.2%). Study Point #1 has a post development drainage area of 43.28 acres. Study Point #2 hasa post development drainage area of 17.55 acres. Study Point #3 has a post development drainage areaof 79.44 acres. Study Point #5 has a post development drainage area of 16.75 acres. Study Point #6 hasa post development drainage area of 24.62 acres. Study point 7 has a post development drainage area of4.23 acres. Study Point #8 has a post development drainage area of 4.85 acres. Study Point #9 has apost development drainage area of 6.05 acres. Study Point #10 has a post development drainage area of9.60 acres. Study Point #11 has a post development drainage area of 9.72 acres. Study Point #12 has apost development drainage area of 0.38 acres.The 10 year post development flows are reduced belowpre development conditions for Study Points #1-9.Water Quality:The Virginia Runoff Reduction Method for New-Development Worksheet v3.0-2013 Standards andSpecifications was used to verify compliance of the water quality control requirements. The requiredphosphorus reduction for the site is 149.72 lb/yr. 81.31% treatment onsite has been achieved throughutilization of wet ponds, bioretentions, and a manufactured treatment filter. The remaining requiredreduction will be achieved by purchasing 27.98 lb/yr from an offsite nutrient bank.12/03/2025
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S SS
SSWWW
W
W
W
W W
W30'R30'R5'
S
IDEWALK
CG-625+00
26+0026+00.331
7
+
0
0
17+78.7645
25 80
WEIR
52
51
50
10
101
100
52A
52B
27 50
TOP
25 80
WEIR
25 80
WEIR
3:1 3:13:13:1113
26 00
INV
29 50
TOP
28 50
WEIR 28 50
WEIR
28 50
WEIR
28 50
WEIR
07 75
TOP
09 00
INV
11
12
13
26 00
INV
112
111
110
02 50
LP
18 30
LP
3:1
3:1
"A"
"A"628624634632646644642640638636630626622626628634632644642640638636630626626622624625.8
620628
634
632
630
628
626
612614
616
618
620
622
622
624
624
626626
626
630
624
630628626612614616618620622624630610 608 606
604
602
600 610624
622
8' TOP = 626.50PROP. RET. WALL
(DESIGN BY OTHERS)
LO
T
3
1
3
3
CLASS A1 RIP RAP
STORM DRAINAGE
ESMT.10' SAFETY BENCH10' AQUATIC BENCH4' SAFETY BENCH5' AQUATIC BENCHCLASS II
RIP RAP
CLASS A1 RIP RAP
STORM DRAINAGE
ESMT.
626
628
630
632
634
WET POOL
FOREBAY
LOT
3
1
1
8
650.70BF =
6
4
1
.
5
0
FF = 650.15BF = 640.95
LOT 3119
FF = 6 49.15
BF = 639.95
LOT 3120
FF
= 644.
7
4
BF
=
6
3
5
.
5
4
W/
O
LOT 3134FF = 639.70BF = 630.50W/O632634636638644642640646650648630632634636638640630628630628626618620622624632
634
628
630
626626
622624625.862062662462
5
.
8
62
1
.
8
62
2
.
3
622.3621.8
622.3
12' WIDE WEIR626625.8624.3619.8
624.3619.810' SA
F
E
T
Y
B
E
N
C
H
10' AQ
U
A
TI
C
B
E
N
C
H
14'
WIDE
WEIR
15' TOP =
630.0 606608612614616618603604610606608603604610606608610622
624.3
FREDERICK WATER ESMT.4'' SAFETY BENCH5'' AQUATIC BENCH62
5
.
3
625.
3
625.8
"B"
"B"
CLASS A1 RIP RAP
42.7'EMERGENCY
SPILLWAY
SCS 250 MATTING
BY NA GREEN OR
APPROVED EQUIV.
CLASS A1 RIP RAP
604602600590STORM DRAINAGE ESMT.6108' TOP
=
610.00622624626628630
15' T
O
P
=
630.0
0
FREDERICK
WATER ESMT.
619.3
598596594592588586584582CLASS A1 RIP RAP
DAFFODIL DRIVE
CARRI
C
K
BE
N
D
W
A
Y
10-YR WSE
ELEV = 628.25
10-YR WSE
ELEV = 628.25
10-YR WSE
ELEV = 628.25
10' TRAIL
SWM DETAILS - POND 5 PLAN VIEW151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
1"=20'
28
NOTES:
1.THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARE
CLOGGED.
2.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER OR CONSTRUCTION
INSPECTOR.
3.EMBANKMENT CONTROLLED FILL (SOIL MATERIALS) TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER.
4.REFER TO GENERAL NOTES - PERMANENT SWM EMBANKMENT NOTES ON SHEET 02.
5.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS. FINE GRAINED SOILS SHALL HAVE STONE 1" OR
LESS IN DIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN AREAS OF BACKFILL.
6.CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE OR HIGHER WITH 1:1 SIDE SLOPES.
7.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROM GEOTECHNICAL REPORT.
402001020
SCALE: 1" = 20'
12/03/2025
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
595
600
605
610
615
620
625
630
635
640
595
600
605
610
615
620
625
630
635
640
100101
1
0
8
'
-
3
0
"
RCP
I
I
I
@
1
1
.
0
8%4+34.96 = EW-1 (30)INV OUT = 609.003+26.66 = BaseINV IN = 625.80 (5.5" ORIFICE)INV OUT = 621.00TOP = 612.50TOP = 627.5060" RISERPROP. GRADE
E
X
.
GR
AD
E
1YR WS (ELEV = 627.45)
10YR WS (ELEV = 628.25)
100YR WS (ELEV = 628.95)
NORMAL POOL (ELEV = 625.80)
FOREBAY
Tv= 9,493 ft3
DEEP POOL
Tv= 25,405 ft3
0+18.23 = EW-1 (30)INV OUT = 626.000+00.00 = MH2INV IN = 631.09 (30")INV OUT = 626.09645
650
645
650
18' -
30"
ADS N-12
@ 0.50%
51 50
TOP = 635.00TOP = 629.5010' AQUATIC BENCH
(0"-18" DEEP)
6" MIN TOPSOIL
INVVERMIN 2' CLAY LINER OR
APPROVED GEOSYNTHETIC W/
MIN 6" TOPSOIL CAP (ENTIRE
FACILITY TO 10YR W.S.E.)
WEIR
EX. G
R
A
D
E
PROP.GRADEPOND 5 SECTION "A"
H: 1"=50'V: 1"=5'
PROP. GRADE
VDOT CL II RIP
RAP
8'
EMERGENCY SPILLWAY
(ELEV = 628.50)
(LINE WITH SCS 250 MAT
BY NA GREEN OR APPR.
EQUIV.)
15'
DAM TOP (ELEV = 630.00)
MIN 4' WIDE CLAY CORE W/4'
DEEP CUTOFF TRENCH (1:1
SIDE SLOPES OR FLATTER)1:11:1HOMOGENEOUS FILL
COMPACTED TO 95% DENSITY
CONCRETE CRADLE
SEE POND
#6 DETAILS
ON SHEET
30
PHREATIC LINE (4:1)3:13:1SWM DETAILS - POND 5 DETAILS151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
AS SHOWN
29
CLAY LINER NOTES:
1.A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES AND SHOULD COMPLY WITH
THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.
2.A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BE PLACED OVER THE
LINER BEFORE SEEDING WITH AN APPROPRIATE SEED MIXTURE (REFER TO VESCH, 1992 EDITION).
3.A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINER TYPES MAY BE USED
IF SUPPORTING DOCUMENTATION IS PROVIDED VERIFYING THE LINER MATERIAL'S PERFORMANCE.
4.LINER MAY BE OMITTED WITH APPROVAL FROM A QUALIFIED PROFESSIONAL GEOTECHNICAL
ENGINEER.
5'/10' WIDE
AQUATIC
BENCH
AQUATIC BENCH & SAFETY BENCH DETAIL
NOT TO SCALE
ANORMAL
POOL
30" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
5'
0.75'
TOP OF RISER
ELEV =627.50
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 5' INSIDE
DIAMETER
CONCRETE FILL
FOR BUOYANCY
NORMAL POOL WS ELEV 625.80
ELEV = 621.00
POND 5 WET POND LVL 1 PRINCIPAL
RISER (STR. 101) PLAN VIEW
NTS
TOP TRASH RACK NOT
SHOWN FOR CLARITY
30" PIPE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 5' INSIDE
DIAMETER
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
2.5'
3
:
1
10' AQUATIC BENCH
(0"-18" DEEP)
618.33
DEWATERING SUMP
5.5" ORIFICE
ELEV =625.80
10' SAFETY
BENCH (0"-18"
DEEP)
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
PROP. G
R
A
D
E
6.67'
1.47'
MINUMUM
MIN 6" THICK WALL
MIN 6" THICK WALL
5.5" ORIFICE
POND 5 WET POND LVL 1 PRINCIPAL
RISER (STR. 101) SECTION
NTS
SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.505103:
1
14'
EMERGENCY SPILLWAY
NOT TO SCALE
1.50'
5
:
1 5:1TOP OF BERM
= 630.00
29'
ELEV = 628.50SCS 250
MATTING BY
NA GREEN OR
APPROVED
EQUIV.
NOTES:
1.THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER
ARE CLOGGED.
2.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER OR
CONSTRUCTION INSPECTOR.
3.EMBANKMENT CONTROLLED FILL (SOIL MATERIALS) TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER.
4.REFER TO GENERAL NOTES - PERMANENT SWM EMBANKMENT NOTES ON SHEET 02.
5.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS. FINE GRAINED SOILS SHALL HAVE STONE 1"
OR LESS IN DIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN AREAS OF BACKFILL.
6.CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE OR HIGHER WITH 1:1 SIDE SLOPES.
7.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROM GEOTECHNICAL REPORT.
4'/10' WIDE
SAFETY
BENCH
B
CASE 1 - 5' A.B. & 4' S.B.
A = 10%, B = 5%
CASE 2 - 10' A.B. & 10' S.B.
A = 15%, B = 2%
12'
WEIR SECTION
NOT TO SCALE
0.7'
3
:
1 3:1TOP OF BERM
= 626.50
16.2'
ELEV = 625.80CLASS A1
RIP-RAP
12/03/2025
PROP. GRADE
EX. GRADE
-0+50 0+00 0+50 1+00 1+50 2+00 2+50
560
565
570
575
580
585
590
595
600
605
610
615
620
560
565
570
575
580
585
590
595
600
605
610
615
620
110
111
112
113
10' -
36"
RCP III
@ 0.50%
33
'
-
3
0
"
R
C
P
I
I
I
@
5
.
1
2
%123'
-
30
"
RCP
I
I
I
@
15
.86%2+11.45 = EW-1 (36)INV OUT = 575.751+82.45 = MH2INV IN = 576.30 (30")INV OUT = 575.801+56.66 = MH2INV IN = 583.00 (30")INV OUT = 578.000+33.71 = BASE 5'INV IN = 603.00 (4" ORIFICE)INV OUT = 602.50TOP = 579.75TOP = 580.00TOP = 588.00TOP = 607.7560" RISER625
100
4+34.96 = EW-1 (30)INV OUT = 609.00TOP = 612.501-YR WSE
(ELEV=607.51)
10-YR WSE
(ELEV=608.39)
100-YR WSE
(ELEV=608.88)
625
VDOT CL II
RIP RAP
-1+00
POND 6 SECTION "B"
H: 1"=50'V: 1"=5'
SEE POND
#5 DETAILS
ON SHEET
29
8'3:1VDOT CL A1
RIP RAP
APPROX.EX. SAN XING1:11:1MIN 4' WIDE CLAY CORE
W/4' DEEP CUTOFF
TRENCH (1:1 SIDE
SLOPES OR FLATTER)
PHREATIC
LINE (4:1)
HOMOGENEOUS FILL
COMPACTED TO 95%
DENSITY
CONCRETE
CRADLE
SWM DETAILS - POND 6 DETAILS151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
AS SHOWN
30
30" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
5'
0.75'
TOP OF RISER
ELEV =607.75
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 5' INSIDE
DIAMETER
CONCRETE FILL
FOR BUOYANCY
ELEV = 602.50
POND 6 DRY POND LVL 1 PRINCIPAL
RISER (STR 113) PLAN VIEW
NTS
TOP TRASH RACK NOT
SHOWN FOR CLARITY
30" PIPE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 5' INSIDE
DIAMETER
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
2.5'
3
:
1
602.50
DEWATERING SUMP
4" ORIFICE
ELEV =603.00
PROP. G
R
A
D
E
6.67'
0.84' MINIMUM
MIN 6" THICK WALL
MIN 6" THICK WALL
4" ORIFICE
POND 6 DRY POND LVL 1
PRINCIPAL RISER (STR 113) SECTION
NTS
SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.505105:
1
NOTES:
1.THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER
ARE CLOGGED.
2.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER OR
CONSTRUCTION INSPECTOR.
3.EMBANKMENT CONTROLLED FILL (SOIL MATERIALS) TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER.
4.REFER TO GENERAL NOTES - PERMANENT SWM EMBANKMENT NOTES ON SHEET 02.
5.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS. FINE GRAINED SOILS SHALL HAVE STONE 1"
OR LESS IN DIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN AREAS OF BACKFILL.
6.CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE OR HIGHER WITH 1:1 SIDE SLOPES.
7.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROM GEOTECHNICAL REPORT.
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
12/03/2025
GARA
GE
GARA
GE
ST
O
R
M 5' CSE5' SIDEWALK
640
638
636
618
620
622
624
626
628
630
632
634
640
636
638
634
640
634
636
638
646
648
644
642
644
642
640
638
636
632
634
630
644650
646
648
652644642648
646
650642644
646
648
650640
638
32
31
30
27
26
25
38 85
WEIR
38 85
WEIR
642640636638632.5634638
636
618
620
622
624
626
628
630
632
634
636
638
640
640
638
636628630
632
634
64
6
648
64
4
642
640
636
638
640
"A"
"A"
CLASS A1
RIP RAP
STORM DRAINAGE
ESMT.
STORM DRAINAGE
ESMT.
CLASS A1 RIP RAP
SCS 250 MATTING BY
NA GREEN OR
APPROVED EQUIV.
15' WIDE
WEIR
12' TO
P
=
640.0
0
644LOT 3176FF = 654.55BF = 645.35W/O LOT 3175FF = 652.86BF = 643.66W/O LOT 3174FF = 650.40BF = 641.20W/O
CONSERVATION
ESMT.
CONSERVATION
ESMT.
610
615
620
625
630
635
640
645
650
610
615
620
625
630
635
640
645
650
3031
0+09.34 = EW-1 (24)INV OUT = 633.01TOP = 636.01TOP = 638.13252627
7
0
'
-
2
4
"RCP I
I
I
@
12
.76%1+33.68 = EW-1 (24)INV OUT = 621.001+25.70 = MH1INV IN = 622.54 (24")INV OUT = 621.040+55.48 = BaseINV IN = 632.50 (4" ORIFICE)INV OUT = 631.50TOP = 624.00TOP = 625.63TOP = 637.8548" RISER-0+50 0+00 0+50 1+00 1+50 2+00
POND 7 SECTION "A"
H: 1"=50'V: 1"=5'0+00.00 = MH1INV OUT = 633.06INV IN = 633.16 (24")PROP. GRADEEX.
GRADE
1YR WS (ELEV = 637.91)
10YR WS (ELEV = 638.54
100YR WS (ELEV = 638.98)
8' - 24"
RCP III @
0.50%
9' - 24"
ADS N-12
@ 0.50%
EMERGENCY SPILLWAY
(ELEV = 638.85)
(LINE WITH SCS 250 MAT
BY NA GREEN OR APPR.
EQUIV.)
MIN 4' WIDE CLAY
CORE W/4' DEEP
CUTOFF TRENCH
(1:1 SIDE SLOPES
OR FLATTER)1:11:1CONCRETE
CRADLE
VDOT CL A1
RIP RAP SWM DETAILS - POND 7 PLAN AND DETAILS151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIARev. No.Date
1"=20'
31
POND 7 DRY POND LVL 1 PRINCIPAL
RISER (STR 27) PLAN VIEW
NTS
TOP TRASH RACK NOT
SHOWN FOR CLARITY
24" PIPE
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 4' INSIDE
DIAMETER
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
2.0'
MIN 6" THICK WALL
4" ORIFICE
402001020
SCALE: 1" = 20'
24" RCP ASTM C-361
(RUBBER GASKETS
W.T. JOINTS)
4'
0.75'
TOP OF RISER
ELEV = 637.85
TYP.TRASH RACK BY
PLASTIC SOLUTION OR
APPROVED EQUAL
PRECAST RCP BASE AND
RISER STRUCTURE (VDOT A4
CONCRETE) - 4' INSIDE
DIAMETER
CONCRETE FILL
FOR BUOYANCY
ELEV = 631.50
4" ORIFICE
ELEV = 632.50
PLASTIC SOLUTIONS TRASH
RACK OR APPROVED EQUAL
6.67'
0.55'
MINUMUM
MIN 6" THICK WALL
POND 7 DRY POND LVL 1 PRINCIPAL
RISER (STR 27) SECTION
NTS
NOTES:
1.THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF
THE RISER ARE CLOGGED.
2.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER OR
CONSTRUCTION INSPECTOR.
3.EMBANKMENT CONTROLLED FILL (SOIL MATERIALS) TO BE CERTIFIED BY A GEOTECHNICAL
ENGINEER.
4.REFER TO GENERAL NOTES - PERMANENT SWM EMBANKMENT NOTES ON SHEET 02.
5.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS. FINE GRAINED SOILS SHALL
HAVE STONE 1" OR LESS IN DIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN AREAS OF BACKFILL.
6.CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE OR HIGHER WITH 1:1 SIDE SLOPES.
7.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROM GEOTECHNICAL REPORT.
3
:
1
632.00
DEWATERING
SUMP
PROP. G
R
A
D
E
15'
EMERGENCY SPILLWAY
NOT TO SCALE
1.15'
6
:
1 6:1TOP OF BERM
= 640.00
28'
ELEV = 638.85SCS 250
MATTING BY
NA GREEN OR
APPROVED
EQUIV.
3:
1
12/03/2025
S S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S SSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S XXXXXXXXXXXSS398399GARAGE6,140 SFGARAGE6,354 SFGARAGE6,263 SFGARAGE6,120 SFGARAGE6,450 SF15' BRL15' BRL15' BRL20' BRL20' BRL20' BRL5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L51.0'51.0'51.0'51.0'120.
0
'
124.
4
'
131.
7
'
120.
0
'GARAGE6,155 SF5,461 SF5,575 SFGARAGEGARAGE6,329 SFGARAGE5,992 SF5,478 SFGARAGEGARAGEGARAGE7,019 SFGARAGE7,816 SFGAR
A
G
E
8,210
S
F
GARAGE
7,320 SF
LOT 3139LOT 3138LOT 3168LOT 3169LOT 3167LOT 3133LOT 3163LOT 3164LOT 3120LOT 3165LOT 3166LOT 3137LOT 3136LOT
3
1
3
5
LOT 3134
16+0017+0048.4'49.4'40.5'141.1'
116.
6
'
123.0
'
130.1'
120.
0
'
120.
8
'
121.
6
'
12
2
.
2
'
1
2
4
.
7
'111.1'117.8'68.3'83.3'75.8'
51.0'52.4'51.2'51.0'5' B
R
L
16' TYP.42.3'46.7'45.4'47.4'5' BR
L
5' BR
L
5' BR
L
16' TYP.20' BRL20' BRL15' BRL51.0'51.0'54.8'27.9'20.2'18.0'
15' BRL
20' BRL
15' BR
L
20' B
R
L
20' BRL15' BRL41.0'
39.9'45.1'48.1'50.3'51.0'16' TYP.16' TYP.16' TYP.5' BRL5' BRL5' BRL5
'
BR
L
5
'
BR
L
5'
B
R
L
5'
B
R
L15' BRL20' BRL5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L15' BRL20' BRL20' BRL15' BRL15' BRL51.0'115.
3
'20' BRL15' BRL20' BRL5' B
R
L
5' B
R
L
5' B
R
L51.0'38.0'14.5'66.2'
110.5'
113.9'15' BRL20' BRL
5' BRL5' CSE5' CSEAUTOMATIC
GATE FOR
RESIDENTS (NO
KEYPAD)
AUTOMATIC
GATE FOR EXIT
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK
WATER ESMT.
(VAR. WIDTH)10+0011+0012+0013+0014+0015+00PROP. RET. WALL
(DESIGN BY OTHERS)
GUARDRAIL SECTION AA-3FUTURE SECTION AA-4BMP #9
STORM
DRAINAGE
ESMT.
10' PEDESTRIAN TRAIL
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
62.5'
23'
16.5'11'23.7'92'29.9'16'101'RTCRTCRTCRTCCG-6CG-6CG-6CG-2CG-6CG-230'R48'58'30'RSTORM
DRAINAGE
ESMT.RUBY ROYCE DRIVE(PRIVATE)CARRICK BEND WAY(PRIVATE)5' SIDEWALK5' SI
D
E
W
A
L
K5' SIDEWALK5' SIDEWALK20'
119.
9
'
120.
0
'
20' FREDERICK
WATER ESMT
STORM DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
STOR
M
D
R
A
I
N
A
G
E
ESM
T
.
CG-6
CG-12C
CG-12C
FREDERICK
WATER ESMT.
(VAR.WIDTH)
OPEN SPACE
33,131 SF 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGEOMETRY PLAN603001530
SCALE: 1" = 30'
MATCH LINE -
S
E
E
S
H
E
E
T
36
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
33
1" = 30'
32
6' TRAIL
STONE DUST or WOOD CHIP
PRIVATE PEDESTRIAN TRAIL DETAIL
NTS
PRIVATE PEDESTRIAN TRAIL SYSTEM IS TO BE MAINTAINED
PRIVATELY BY THE SNOWDEN BRIDGE HOME OWNERS
ASSOCIATION. THE SELECTION OF TRAIL MATERIAL IS AT
THE DISCRETION OF THE APPLICANT PROVIDED THEY ARE
NOT PART OF THE RECREATIONAL CREDITS REFLECTED
ON SHEET 6 AND NOT WITHIN THE PUBLIC ROW. THE
APPLICANT MAY BE PERMITTED TO CONSTRUCT THE
PRIVATE PEDESTRIAN TRAIL SYSTEM USING ASPHALT,
CONCRETE, WOOD CHIPS, OR STONE DUST. (PROFFER 9C)
NOTE:
12/03/2025
SSSSSSSSSSSSSSSSSSSWM
WM 398399303045
46
4,814 SF4,814 SF4,814 SF4,814 SF
3,300 SF 3,300 SF 3,300 SF 3,300 SF 3,300 SF
20' BRL
40.5'30.0'10' BRL85.1'110.0'110.0'110.0'110.0'110.0'110.0'GARAGE6,498 SFGARAGE6,491 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,119 SFGARAGE6,140 SFGARAGE6,354 SF2,640 SF2,640 SF2,640 SF2,640 SF2,640 SF4,334 SF
20' BRL
10' BRL10' BRL110.0'110.0'110.0'110.0'110.0'110.0'110.0'34.5'35.5'24.0'24.0'24.0'24.0'24.0'
3,923 SF 2,658 SF 2,652 SF 2,652 SF 2,652 SF 2,652 SF10' BRL110.5'110.5'110.5'110.5'111.4'115.5'34.5'24.0'24.0'24.0'24.0'
2,652 SF2,652 SF2,652 SF5,737 SF
20' BRL
20' BRL10' BRL110.5'110.5'110.5'35.1'24.0'24.0'24.0'RUBY ROYCE DRIVE(PRIVATE)CARRICK BEND WAY(PRIVATE)COACHMAN LANE
(PRIVATE)GARAGE6,263 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,120 SFGARAGE6,450 SF5,336 SF5,394 SFGARAGEGARAGE15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'120.
0
'
120.
0
'
120.
0
'
120.
0
'
120.
0
'
120.
0
'
120.
0
'
120.
0
'
120.
0
'
124.
4
'
131.
7
'
120.
0
'6,120 SFGARAGEGARAGEGARAGE5,394 SF5,394 SFGARAGEGARAGE5,394 SF5,394 SFGARAGEGARAGE5,371 SF5,344 SFGARAGEGARAGE5,461 SF5,575 SFGARAGEGARAGE5,992 SF5,478 SFGARAGEGARAGEGARAGE7,019 SFGARAGE7,816 SF3,795 SF4,455 SF5,953 SF
LOT 3178LOT 3179LOT 3180LOT 3181
LOT 3154 LOT 3153 LOT 3152 LOT 3148LOT 3149LOT 3150LOT 3151 LOT 3147LOT 3146LOT 3145LOT 3144LOT 3143LOT 3142LOT 3141LOT 3140LOT 3139LOT 3138LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102
LOT 3103 LOT 3104 LOT 3105 LOT 3106 LOT 3107 LOT 3108
LOT 3127LOT 3128LOT 3129LOT 3130LOT 3168LOT 3169LOT 3170LOT 3171LOT 3172LOT 3173LOT 3174LOT 3175LOT 3176LOT 3177LOT 3167LOT 3155LOT 3156LOT 3131LOT 3132LOT 3157LOT 3158LOT 3159LOT 3160LOT 3161LOT 3162LOT 3163LOT 3164LOT 3165LOT 3166LOT 3137LOT 3136LOT 309611+0012+0013+0014+0015+0016+0017+0010+00
11+00
STOP SIGN STREET SIGN
STREET
LIGHT
STREET
SIGNSTOP
SIGN
46.0'46.5'46.5'46.5'46.5'46.5'46.5'46.5'47.3'48.4'49.4'40.5'141.1'
116.
0
'
116.
0
'
116.
0
'
116.
0
'
116.
0
'
116.
0
'
116.
0
'
115.
0
'
114.
9
'
116.
6
'
123.
0
'
130.1'
120.7'
121.4'
120.
0
'
120.
0
'
120.
0
'
120.
0
'
120.
0
'
120.
0
'
120.
0
'
120.
8
'
121.
6
'
12
2
.
2
'58.3'58.3'51.0'68.3'52.4'51.2'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'5' B
R
L
16' TYP.16' TYP.16' TYP.42.3'46.7'45.4'47.4'46.5'46.5'46.5'46.5'46.5'46.5'46.0'46.5'5' BR
L
5' BR
L
5' BR
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L 16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.15' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL15' BRL15' BRL15' BRL15' BRL15' BRL41.5'41.5'41.5'41.5'116.0'116.0'116.0'116.0'116.0'15' BRL
5' BRL5' BRL5' BRL5' BRL51.0'51.0'51.0'51.0'51.0'51.0'54.8'20' B
R
L
20' BRL39.9'45.1'48.1'50.3'51.0'51.0'51.0'51.0'51.0'51.0'51.0'49.5'49.7'16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.5'
B
R
L
5'
B
R
L15' BRL20' BRL5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' B
R
L
5' BRL 15' BRL20' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL15' BRL20' BRL20' BRL20' BRL20' BRL5' B
R
L
5' B
R
L
5' B
R
L16' TYP.51.0'51.0'38.0'14.5'87.1'47.4'24.0'24.0'24.0'
20' BRL
20' BRL
34.9'
24.0'24.0'24.0'24.0'
30.0'30.0'30.0'30.0'40.5'110.0'15' BRL
10' BRL90.4'34'
32'
71.5'
STORM
DRAINAGE
ESMT.5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSEFREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
54'13+0014+0015+0016+0017+0018+0019+0020+00BMP #11
STORM
DRAINAGE
ESMT.280' SDL280' SDRCG-6GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE
4'R
4'RRTCRTCRTCRTCRTCRTCRTCRTCRTCRTCSTOP
BAR
RTC
RTC
30'R30'RCG-12C
CG-12C 30'R30'R5' CSECARRICK BEND WAY(PRIVATE)5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' TYP.GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE35.1'119.
9
'
120.
0
'
34'
54'
32'
52'
STO
R
M
D
R
A
I
N
A
G
E
ESM
T
.
STO
R
M
D
R
A
I
N
A
G
E
ESM
T
.
SIGHT DISTANCE ESMT.
STORM DRAINAGE
ESMT.
FREDERICK
WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
CG-12C
OPEN SPACE
98,253 SF
OPEN SPACE
9,830 SF 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGEOMETRY PLAN603001530
SCALE: 1" = 30'
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
32
MATCH LINE - SEE SHEET 36MATCH LINE - SEE S
H
E
E
T
34 1" = 30'
33
12/03/2025
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWM
WM
WM WM WM
WM
WM
WM
WM WM
WM
S S S S S
S S S S S S
WM
WM
WM
30
30
73
7410410430
31 828295
94
215
215
4,814 SF4,814 SF
GARAGE
4,814 SF4,814 SF
GARAGE GARAGE
3,301 SF3,301 SF3,301 SF3,301 SF3,301 SF
20' BRL
20' BRL
40.5'30.0'10' BRL85.0'110.0'110.0'110.0'110.0'110.0'110.0'3,315 SF 3,315 SF 3,315 SF 3,315 SF 3,315 SF
20' BRL
20' BRL
46.5'30.0'30.0'30.0'30.0'30.0'30.0'10' BRL110.5'110.5'110.5'110.5'110.5'110.5'110.5'40.5'10' BRL110.0'110.0'110.0'110.0'110.0'110.0'110.0'5,031 SF 3,300 SF 3,300 SF 3,300 SF 3,300 SF 3,300 SF 4,455 SF
20' BRL
20' BRL
40.5'30.0'30.0'30.0'30.0'30.0'10' BRL90.0'110.0'110.0'110.0'110.0'110.0'110.0'46.5'
3,300 SF 3,300 SF 3,300 SF 3,300 SF 3,300 SF
20' BRL
20' BRL
40.5'30.0'10' BRL85.1'110.0'110.0'110.0'110.0'110.0'110.0'3,796 SF 2,641 SF 2,640 SF 2,640 SF 2,640 SF 2,640 SF 3,795 SF
20' BRL
20' BRL
10' BRL10' BRL110.0'110.0'110.0'110.0'110.0'110.0'110.0'34.5'
3,796 SF 2,640 SF 2,640 SF 2,640 SF 2,640 SF 2,640 SF 3,795 SF
20' BRL
20' BRL
10' BRL10' BRL110.0'110.0'110.0'110.0'110.0'110.0'110.0'110.0'110.0'3,404 SF3,398 SF3,367 SF3,332 SF
113.5'113.5'113.5'112.8'111.6'110.5'20' BRL
4,455 SF3,300 SF3,300 SF3,300 SF3,300 SF 110.0'110.0'110.0'110.0'110.0'110.0'110.0'20' BRLGARAGE2,640 SF2,640 SF2,640 SF2,640 SF2,640 SF4,334 SF
20' BRL
20' BRL10' BRL10' BRL110.0'110.0'110.0'110.0'110.0'110.0'110.0'34.5'35.5'24.0'24.0'24.0'24.0'24.0'110.5'110.5'110.5'110.5'111.4'34.5'24.0'24.0'24.0'24.0'
PENGUIN CREST DR.
(PRIVATE)
PENGUIN CREST DR.
(PRIVATE)
GRANITE RIDGE DR.
(PRIVATE)GARAGE5' B
R
L
RUBY ROYCE DRIVE(PRIVATE)3,795 SF
3,299 SF3,300 SF3,300 SF3,300 SF3,300 SF4,982 SF
4,455 SF
4,475 SF 5,053 SF
4,457 SF 4,982 SF
5,953 SF
4,459 SF
4,455 SF
4,454 SF 4,596 SF
LOT 3178LOT 3179LOT 3180LOT 3181
LOT 3154 LOT 3153 LOT 3152 LOT 3148LOT 3149LOT 3150LOT 3151
LOT 3059LOT 3058LOT 3057LOT 3056LOT 3055
LOT 3052 LOT 3051 LOT 3050 LOT 3049 LOT 3048 LOT 3046 LOT 3045 LOT 3044 LOT 3043 LOT 3042 LOT 3041 LOT 3040
LOT 3072LOT 3071LOT 3070LOT 3069 LOT 3074 LOT 3075 LOT 3076 LOT 3077
LOT 3034LOT 3035LOT 3036LOT 3037LOT 3038 LOT 3033 LOT 3032
LOT 3026
LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102 LOT 3096
LOT 3066LOT 3065LOT 3064LOT 3063LOT 3062LOT 3061
LOT 3053 LOT 3047LOT 3054
LOT 3060 LOT 3068
LOT 3039
LOT 3067 LOT 3073
LOT 3025
GARAGE
10+0011+00STOP SIGN
STREET
LIGHT
STREET
SIGN
STREET SIGN
STOP
SIGN
STREET
LIGHT
STREET
SIGN
STOP
SIGN
STOP
SIGN
STREET
LIGHT
STREET SIGN46.0'116.
0
'
120.7'
24.0'51.0'16' TYP.5' B
R
L
41.5'41.5'41.5'41.5'
41.5'41.5'41.5'41.5'116.0'116.0'116.0'116.0'116.0'15' BRL
20' BRL
16' TYP.
16' TYP.16' TYP.5' BRL5' BRL5' BRL5' BRL5' BRL
20' BRL
21.2'
31
.
4
'
24.0'24.0'24.0'24.0'24.0'34.5'
40.5'21.5'39.3'110.0'30.0'30.0'30.0'30.0'46.5'10' BRL16' TYP.
30.0'30.0'30.0'30.0'30.0'
16' TYP.
40.5'26.5'30.0'30.0'30.0'30.0'30.0'
30.0'30.0'30.0'30.0'40.5'
10' TYP.
10' TYP.10' TYP.
40.5'37.2'30.0'30.0'30.0'30.0'110.0'110.0'20' BRL
20' BRL
24.0'34.5'24.0'24.0'24.0'24.0'24.0'24.0'24.0'24.0'24.0'34.6'34.5'
24.0'24.0'24.0'34.5'24.0'24.0'110.0'110.0'110.0'24.0'24.0'24.0'24.0'24.0'34.5'10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL10' BRL40.5'40.5'110.0'110.0'30.0'30.0'30.0'30.0'
20' BRL
20' BRL
20' BRL
26.5'
31
.
4
'
40.5'30.0'30.0'30.0'30.0'30.0'30.0'30.0'30.0'30.0'40.5'40.5'
16' TYP.16' TYP.85.0'46.5'40.5'110.0'30.0'30.0'30.0'30.0'30.0'30.0'30.0'30.0'30.0'40.5'40.5'10' BRL10' BRL10' BRL10' BRL16' TYP.16' TYP.16' TYP.
20' BRL
20' BRL
20' BRL
20' BRL
20' BRL
21.5'39.3'30.0'30.0'30.0'30.0'30.0'40.5'40.5'30.0'30.0'30.0'30.0'40.5'
15' BRL
20' BRL 10' BRL34.5'34.5'90.4'34'54'34'54'27'47'26'46'26'46'32'
52'
34'
32'
71.5'
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
5' CSE
5' CSE
5' CSE 5' CSE 5' CSE
5' CSE
5' CSE
5' CSE 5' CSE 5' CSE
5' CSE5' CSE
5' CSE5' CSE
5' CSE
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
54'
STORM
DRAINAGE
ESMT.19+0020+0021+0022+0023+00STORM
DRAINAGE
ESMT.
BMP #14
280' SDL
280' SDR 280' SDR
280' SDR
280' SDL
280' SDR
280' SDL
280' SDL
280' SDR
280' SDL
110.0'110.0'20' BRL
20' BRL
110.0'110.0'10' BRL10' BRL24.0'24.0'24.0'24.0'34.5'34.5'110.0'110.0'110.0'24.0'24.0'24.0'24.0'34.5'34.5'24.0'24.0'24.0'24.0'34.5'34.5'
24.0'24.0'24.0'24.0'34.5'34.5'110.0'110.0'110.0'3,795 SF 3,795 SF 3,795 SF 3,795 SF2,640 SF 2,640 SF 2,640 SF 2,640 SF 2,640 SF 2,640 SF 2,640 SF 2,640 SF
30.0'CG-64
2
.
2
'113.5'113.5'113.5'30.0'43.7'40.5'
40.5'30.0'
GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE
GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE
LOT 3015 LOT 3016 LOT 3017 LOT 3018 LOT 3019 LOT 3020 LOT 3021 LOT 3023LOT 3022 LOT 3024LOT 3006LOT 3005LOT 3004LOT 3003LOT 3002 LOT 3008 LOT 3009 LOT 3010 LOT 3011 LOT 3012 LOT 3013 LOT 3014LOT 3001 LOT 3007 110.0'110.0'4'R
4'R
30'
R30'R
30'
R
30'R
3
5
'
R
35'R35'R35'R
STOP
BARRTCRTCRTC
RTC
RTC
RTC
RTC
RTC
CROSSWALK TYPSTOP
BAR
STOP
BAR
STOP
BARRTC RTCGRANITE RIDGE DR.
(PRIVATE)
CG-12C
CG-12C
CG-12C
CG-12C
CG-12C
CG-12C
CG-12C
CG-12C
4,534 SF3,300 SF4,455 SF
4,596 SF 3,404 SF 4,959 SF
5' CSE5' CSE5' CSE5' CSE5' CSESTORMDRAINAGEESMT.STORMDRAINAGEESMT.30.0'41.2'40.5'
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALKGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE16' TYP.90.5'31.4'
18+95.67 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
29+87.36 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
RTC
RTC
RTC
RTC
FREDERICK WATER ESMT.
(VAR. WIDTH)
16' TYP.
40.5'30.0'
RTC
SIGHT DISTANCE ESMT.
STORM DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
OPEN SPACE
9,525 SF
OPEN SPACE
5,362 SF
OPEN SPACE
9,830 SF
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGEOMETRY PLAN603001530
SCALE: 1" = 30'
MATCH LINE - SEE S
H
E
E
T
33
MATCH LINE - SEE SHEET 351" = 30'
34NOTES:
·ROUTE 37 STUDY AREA SHOWN ON
SHEETS 04, 05, & 06
12/03/2025
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX11
111111 171747
47
95
94 26263,404 SF3,398 SF
113.5'113.5'113.5'112.8'20' BRL 10' BRL4,455 SF3,300 SF3,300 SF 110.0'110.0'110.0'110.0'110.0'20' BRL 10' BRL3,315 SF 3,315 SF 3,315 SF
20' BRL
20' BRL
40.5'30.0'30.0'30.0'30.0'10' BRL90.5'110.5'110.5'110.5'110.5'110.5'45.5'4,658 SF4,658 SF4,658 SFGARAGEGARAGE5,365 SF4,658 SFGARAGEGARAGE5,338
S
F
GARA
GE
GARA
GE
2,640 SF2,640 SF2,640 SF2,640 SF2,640 SF4,334 SF
20' BRL
20' BRL10' BRL10' BRL110.0'110.0'110.0'110.0'110.0'110.0'110.0'34.5'35.5'24.0'24.0'24.0'24.0'24.0'
20' BRL
20' BRL10' BRL110.5'110.5'110.5'110.5'110.5'111.4'115.5'34.5'24.0'24.0'24.0'24.0'40.5'30.0'30.0'110.5'110.5'110.5'GRANITE RIDGE DR.(PRIVATE)PENGUIN CREST DR.
(PRIVATE)DAFFODIL DRIVE(PRIVATE)CHELMSFORD WAY(PRIVATE)3,795 SF
4,596 SF
4,476 SF4,942 SF
GARAGEGARAGE
5,308 SF 5,150 SF
GARAGE
GARAGE
5,231 SF
5,547 SF 6,262 SF
LOT 3072 LOT 3074 LOT 3075 LOT 3076 LOT 3077
LOT 3034LOT 3035LOT 3036LOT 3037 LOT 3033 LOT 3032 LOT 3031 LOT 3030 LOT 3028 LOT 3027
LOT 3026 LOT 3088LOT 3086LOT 3087LOT 3084LOT 3085LOT 3082
LOT 3
083
LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102 LOT 3096
LOT 3073
LOT 3025
LOT 3029
LOT 3078 LOT 3079
LOT 3081
LOT 3080 10+0011+0010+0011+0012+00STREET
LIGHT
STREET
SIGN
STOP
SIGN
STREET LIGHT
STREET SIGN
STOP
SIGN
STREET
LIGHT
STREET
SIGN
STOP
SIGN
24.0'34.5'53.9'
20' BRL20' BRL
110.5'110.5'21.2'
31
.
4
'
24.0'24.0'24.0'24.0'24.0'34.5'40.5'40.0'
30.0'30.0'30.0'30.0'
10' TYP.10' BRL10' BRL40.5'30.0'30.0'
20' BRL
20' BRL
20' BRL
30.0'30.0'30.0'40.5'
16' TYP.
26.0'
3
0
.
9
'
40.5'30.0'30.0'30.0'
30.0'30.0'40.5'10' BRL10' BRL16' TYP.
20' BRL
20' BRL
20' BRL
30.0'30.0'40.5'10' BRL5' BRL5' BRL5' BRL5'
BRL
5'
B
R
L
5'
B
R
L
5'
B
R
L
5'
B
R
L
5'
B
R
L
5'
B
R
L
20' BRL
15' BRL 15' BRL
20' BRL
20' B
R
L 20' BRL20' BRL15' BRL15' BRL15' BRL15' BRL
16' TYP.
16' TYP.16' TYP.16' TYP.46.5'47.3'19.9'37.4'
48.5'
64.6'
41.5'12.4'53.8'40.5'40.5'40.5'40.5'40.5'26.5'
31.4'
41.5'37.8'
40.7'
41.8'37.7'39.4'40.5'1
1
5
.
0
'
1
1
5
.
0
'
1
1
5
.
0
'
1
1
5
.
0
'
1
1
5
.
0
'
1
1
6
.
8
'
11
6
.
0
'122.5
'120.1'116.0'116.4'116.0'96.0'40.5'40.5'90.4'10' BRL10' BRL27'47'27'47'26'46'44'
61.5'
STORM
DRAINAGE
ESMT.
STORM DRAINAGE
ESMT.
5' CSE 5' CSE
5' CSE
5' CSE 5' CSE
5' CSE 5' CSEFREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.SECTION AA-3FUTURE SECTION AA-4STORM
DRAINAGE
ESMT.
BMP #13
BMP #12
280' SDR 280' SDL 280' SDL280' SDR
280' SDL 258' SDR280' S
D
R
280' SDL
110.0'110.0'110.0'10' BRL24.0'24.0'24.0'34.5'
24.0'24.0'24.0'34.5'110.0'3,795 SF2,640 SF 2,640 SF 2,640 SF 113.5'113.5'113.5'113.5'30.0'43.7'40.5'
40.5'43.7'30.0'
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
LOT 3023 LOT 3024
44'
61.5'
24'110.0'110.0'110.0'30'
R
30'
R 30'R
4'R
4'R
4'
R
4'
R
4'
R
4'R30'
R
30'R
RTC
RTC
CROSSWALK TYP
STOP
BAR
STOP
BAR
STOP
BARCG-6CG-6RTCRTCRTCCG-6RTC5'R30'R
30'R
28'R
28'RGRANITE RIDGE DR.
(PRIVATE)
CG-12C
CG-12C
CG-12C
CG-12C
4,534 SF3,300 SF4,455 SF
4,596 SF 3,404 SF 4,959 SF
5' CSE5' CSE5' CSE5' CSESTORMDRAINAGEESMT.30.0'41.2'40.5'
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK40.5'30.0'43.9'30.0'30.0'30.0'114.7'114.7'114.7'114.7'114.7'86.0'114.7'4,645 SF
LOT 3095
3,441 SF
LOT 3094
3,441 SF
LOT 3093
3,441 SF
LOT 3092
3,441 SF
LOT 3091
5,425 SF
LOT 3090
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE16' TYP.31.4'26+00 27+00 28+00 29+00
37+00 38+00 39+00 42+0040+00
RTC
RTC
16' TYP.FREDERICK WATER ESMT.
(VAR. WIDTH)
16' TYP.
40.5'30.0'41.2'
RTC
RTC
CG-12C
CG-12C
RTC
RTC
41+0
0
SIGHT DISTANCE ESMT.
OPEN SPACE
27,783 SF
OPEN SPACE
672 SF
OPEN SPACE
76,809 SF
OPEN SPACE
OPEN SPACE
9,830 SF
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGEOMETRY PLAN603001530
SCALE: 1" = 30'
MATCH LINE - SEE SHEET 36
MATCH LINE - SEE SHEET 341" = 30'
35NOTES:
·ROUTE 37 STUDY AREA SHOWN ON
SHEETS 04, 05, & 06
12/03/2025
303045
46
1717262611116,559 SFGARAGEGA5AGEGA5AGE6,120 SFGA5AGE6,119 SFGA5AGE6,140 SFGA5AGE6,354 SF4,658 SF4,658 SFGARAGEGARAGE4,658 SF4,658 SFGARAGEGARAGE4,658 SFGARAGE2,640 SF2,640 SF2,640 SF2,640 SF2,640 SF4,334 SF
20
B5L
10
B5L10
B5L110.0
110.0
110.0
110.0
110.0
110.0
110.0
34.5
35.5
24.0
24.0
24.0
24.0
24.0
20
B5L
10
B5L3,923 SF 2,658 SF 2,652 SF 2,652 SF 2,652 SF 2,652 SF 3,812 SF 10
B5L10
B5L110.5
110.5
110.5
110.5
110.5
111.4
115.5
34.5
24.0
24.0
24.0
24.0
5,578 SF3,315 SF3,315 SF
40.5
30.0
30.0
91.6
110.5
110.5
110.5
2,652 SF2,652 SF2,652 SF2,652 SF2,652 SF5,737 SF
20
B5L
20
B5L10
B5L110.5
110.5
110.5
110.5
110.5
35.1
24.0
24.0
24.0
24.0
4,927 SF3,315 SF
40.5
30.0
110.5
110.5
3,812 SF
GRANITE RIDGE DR. 35I9ATE CARRICK BEND WAY 35I9ATE COACHMAN LANE
35I9ATE DAFFODIL DRIVE 35I9ATE DAFFODIL DRIVE 35I9ATE 6,120 SFGARAGE6,331 SFGARAGEGARAGE6,681 SFGARAGE6,173 SF110.5
24.0
6,120 SFGA5AGEGA5AGEGA5AGE6,152 SF6,155 SF6,953 SFGARAGE6,329 SFGARAGEGA5AGE7,019 SFGA5AGE7,816 SFGA5
A
G
E
3,795 SF
4,475 SF
4,475 SF LOT 3118LOT 3141LOT 3140LOT 3139LOT 3138LOT 3088LOT 3089LOT 3086LOT 3087LOT 3085LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102
LOT 3103 LOT 3104 LOT 3105 LOT 3106 LOT 3107 LOT 3108 LOT 3109 LOT 3113LOT 3112LOT 3111
LOT 3125LOT 3126LOT 3127LOT 3128LOT 3129LOT 3130 LOT 3121LOT 3122LOT 3124 LOT 3117LOT 3116LOT 3115LOT 3114LOT 3131LOT 3132LOT 3133LOT 3119LOT 3120LOT 3137LOT 3136LOT 3096
LOT 3110
LOT 3123
1200130014001500160017001000
1100
1200
1300
11001200130014001500ST5EET
STO3
SIGN
ST5EET
LIGHT
STO3 SIGN
ST5EET
SIGN
ST5EET
LIGHT
ST5EET
SIGNSTO3
SIGN
120.
8
121.
6
12
2
.
2
68.3
24.0
34.5
53.9
34.5
50.6
110.5
110.5
92.9
10
B5L10
B5L10
B5L54.8
20
B5L
20
B
5
L
20
B5L41.0
39.9
45.1
48.1
50.3
51.0
51.0
51.0
51.0
51.0
51.0
51.0
16' TYP.16' TYP.16' TYP.16' TYP.5
B
5
L
5
B
5
L15
B5L20
B5L5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L 15
B5L20
B5L20
B5L15
B5L20
B5L20
B5L20
B5L20
B5L20
B5L51.0
51.0
51.0
120.
0
120.
0
121.
3
115.
3
15
B5L20
B5L15
B5L20
B5L15
B5L20
B5L5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L16' TYP.51.0
51.0
38.0
14.5
20
B5L
20
B5L
16' TYP.87.1
47.4
24.0
24.0
24.0
24.0
24.0
34.5
40.5
21.6
29.4
20
B5L
20
B5L
20
B5L
20
B5L
10
B5L10
B5L110.5
110.5
34.9
24.0
24.0
24.0
24.0
24.0
34.5
40.5
29.4
30.4
30.0
30.0
16' TYP.66.2
72.8
60.4
51.0
50.4
49.5
50.9
110.5
113.9
121.7
120.0
120.0
120.0
120.0
120.0
15
B5L20
B5L20
B5L15
B5L15
B5L20
B5L15
B5L20
B5L15
B5L20
B5L15
B5L20
B5L15
B5L20
B5L
5
B5L
5
B5L
5
B5L
5.1
B5L
4.9
B5L
5
B5L
5
B5L
5
B5L
5
B5L
5
B5L
5
B5L
5
B5L
5
B5L
5
B5L52.0
61.5
55.1
51.0
48.7
47.0
47.8
16'
TYP.16' TYP.16' TYP.5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L
5
B
5
L
20
B5L20
B5L15
B5L15
B5L16' TYP.16' TYP.16' TYP.40.5
40.5
40.5
40.5
39.4
40.5
40.5
40.5
1
1
5
.
0
1
1
5
.
0
1
1
5
.
0
1
1
5
.
0
40.5
40.5
90.4
10
B5L30.0
32'
27'
47'27'46'16'18'STO50 D5AINAGE
ES0T.5
CSE5
CSE5
CSE5
CSE5
CSE5
CSE5
CSEF5EDE5IC. :ATE5 ES0T.
9A5. :IDTH
F5EDE5IC.
:ATE5 ES0T.
9A5. :IDTH
F5EDE5IC. :ATE5 ES0T.
9A5. :IDTH
35O3. 5ET. :ALL
DESIGN BY OTHE5S
35O3. 5ET. :ALL
DESIGN BY OTHE5S
B03 11
STO50
D5AINAGE
ES0T.280
SDL280
SDL280
SD5260
SDL258
SD5GARAGE GARAGE GARAGE
GARAGE GARAGE GARAGE GARAGE
STO50 D5AINAGE
ES0T.5TCC5OSS:AL. TY3
STO3 BA5
STO3
BA5 5TC5TC5TC
5TC
5TC
5TC
5TC5TCCG65TC30
530
530
530
55
55
530
5
28
5
28
5CG12C
CG12C
CG12C
CG12C
CG12C
30
5
3
0
530
548'58'30
5STO50 D5AINAGE
ES0T.CARRICK BEND WAY 35I9ATE 5
SIDE:AL.
5
SIDE:AL.5
SIDE:AL.5
SIDE:AL.5
SIDE:AL.5
SIDE:AL.5
SIDE:AL.5
SIDE:AL.5
SIDE:AL.5
SI
D
E
:
A
L
.5
SIDE:AL.5
SIDE:AL.40.5
30.0
43.9
30.0
30.0
30.0
114.7
114.7
114.7
114.7
114.7
86.0
114.7
4,645 SF
LOT 3095
3,441 SF
LOT 3094
3,441 SF
LOT 3093
3,441 SF
LOT 3092
3,441 SF
LOT 3091
5,425 SF
LOT 3090
10' TYP.GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE35.1
4200430032'
52'
STO50 D5AINAGE
ES0T.
F5EDE5IC. :ATE5 ES0T.
9A5. :IDTH
STO
5
0
D
5
A
I
N
A
G
E
ES0
T
.
CG6
C
G
6
SIGHT DISTANCE ES0T.
SIGHT DISTANCE ES0T.
2
C85B C8TS
52'
F5EDE5IC.
:ATE5 ES0T.
9A5. :IDTH
F5EDE5IC. :ATE5 ES0T.
9A5. :IDTH
O3EN S3ACE
9,830 SF 151 :LQG\ HLOO LDQH:LQFKHVWHU, 9LUJLQLD 22602THOHSKRQH: 540 6624185FD[: 540 7229528ZZZ.JUHHQZD\HQJ.FRPFND1971ENGINEERINGSHEET OF
DESIGNED BY:
FILE NO.
SCALE:
DATE:35O8DLY SE59ING 9I5GINIA :EST 9I5GINIAOFFICES IN: :INCHESTE5, 9A _ ASHB85N, 9A _ 0A5TINSB85G, :987
06272025
TC
2760BSTE3HENSON 9ILLAGE IISECTION AA3STONE:ALL 0AGESTE5IAL DIST5ICTF5EDE5IC. CO8NTY, 9I5GINIAGEO0ET5Y 3LAN603001530
SCALE: 1 30
0ATCH LINE SEE SHEET 35
0ATCH LINE
S
E
E
S
H
E
E
T
32
0ATCH LINE SEE SHEET 331 30
36
12/03/2025
S S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S SSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S XXXXXXXXXXXSSWMWMWMWMWMWM
WM
WMWMWMWMWM
WM
WM
WM
SSSSSSSSSWWW
W
SSSWWWWWWWWW
10
12
13
14
15
52A
52B
2
1
11
101
100
113
112
111
110
C1
C2
3
4
5
F4
F3 F2
F1
E0
E2
E1
LOT 3139LOT 3138LOT 3168LOT 3169LOT 3167LOT 3133LOT 3163LOT 3164LOT 3120LOT 3165LOT 3166LOT 3137LOT 3136LOT
3
1
3
5
LOT 3134
16+0017+005' CSE5' CSEFREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK
WATER ESMT.
(VAR. WIDTH)10+0011+0012+0013+0014+0015+00BMP #9
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
20' FREDERICK
WATER ESMT
STORM DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
STOR
M
D
R
A
I
N
A
G
E
ESMT
.
FREDERICK
WATER ESMT.
(VAR.WIDTH)
CONNECT TO EX. FREDERICK WATER
UTILITY. CONTRACTOR TO FIELD
VERIFY AS-BUILT CONDITIONS OF
UTILITY PRIOR TO START OF
CONSTRUCTION
TP
TP
SAN LAT
(TYP)
**WM (TYP)
FIRE HYD. ASS'Y
45° BEND
11.25°
BEND
12" DIP WATERLINE "D"FIRE HYD. ASS'Y ,
12"x6" TEE, 2-6" G.V.
FIRE HYD.
ASS'Y
45° BEND
1-8" G.V.
8"x6" REDUCER
1-8" G.V.
8"x6" REDUCER
CONNECT TO EX. FREDERICK WATER UTILITY.
CONTRACTOR TO FIELD VERIFY AS-BUILT CONDITIONS
OF UTILITY PRIOR TO START OF CONSTRUCTION.
CONTRACTOR TO CORE DRILL, BOOT, AND RESHAPE
INVERT AS NECESSARY.
**WM
(TYP)
SAN LAT
(TYP)
**WM
(TYP)
SAN LAT
(TYP.)
26+0016+0017+00R400'20' FREDERICK
WATER ESMT.
8" DIP WATERLINE "A"10+0011+0012+0013+0014+00CONNECT TO EX. FREDERICK WATER UTILITY.
CONTRACTOR TO FIELD VERIFY AS-BUILT CONDITIONS
OF UTILITY PRIOR TO START OF CONSTRUCTION.
CONTRACTOR TO CORE DRILL, BOOT, AND RESHAPE
INVERT AS NECESSARY.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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAUTILITY PLAN603001530
SCALE: 1" = 30'
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
41
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
38
**CENTERLINE OF PROPOSED WATER METER BOXES
SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF
SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'
DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY
TRAFFIC RATED LID SHALL BE USED. THE EXACT
LOCATION OF NEW WATER SERVICES SHALL BE
COORDINATED WITH FREDERICK WATER'S INSPECTOR.
NOTES:
1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR
REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF
THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE
SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY
COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO
DETERMINE THE BEST COURSE OF ACTION.
2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDED ON SHEET 04.
3.CONTRACTOR SHALL ADJUST EXISTING FREDERICK WATER FACILITIES TO
GRADE PER FREDERICK WATER'S INSPECTORS REQUIREMENTS
4.ADDITIONAL FREDERICK WATER NOTES PROVIDED ON SHEET 40.
1" = 30'
37
12/03/2025
SSSSSSSSSSSSSSSSSSSWM
WM
WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM
WM
WM
WMWMWMWMWMWMWMWMWMWMWM
WM
WM
SSSSSSSS S
SSSSSSSSSWWWWWWWWWWWW
WMWMWMWMWM WMSWWWWWWWW
WWWWWWMWM
S
15
16
16A
17
18
19 19A
20
32
31
30
27
26
25
F6
F5
F15
F4
F3
E2
E3
E4
E1
W
W W
LOT 3178LOT 3179LOT 3180LOT 3181
LOT 3154 LOT 3153 LOT 3152 LOT 3148LOT 3149LOT 3150LOT 3151 LOT 3147LOT 3146LOT 3145LOT 3144LOT 3143LOT 3142LOT 3141LOT 3140LOT 3139LOT 3138LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102
LOT 3103 LOT 3104 LOT 3105 LOT 3106 LOT 3107 LOT 3108
LOT 3127LOT 3128LOT 3129LOT 3130LOT 3168LOT 3169LOT 3170LOT 3171LOT 3172LOT 3173LOT 3174LOT 3175LOT 3176LOT 3177LOT 3167LOT 3155LOT 3156LOT 3131LOT 3132LOT 3157LOT 3158LOT 3159LOT 3160LOT 3161LOT 3162LOT 3163LOT 3164LOT 3165LOT 3166LOT 3137LOT 3136LOT 309611+0012+0013+0014+0015+0016+0017+0010+00
11+00
STREET
LIGHT
STORM
DRAINAGE
ESMT.5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSEFREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)13+0014+0015+0016+0017+0018+0019+0020+00BMP #11
STORM
DRAINAGE
ESMT.5' CSESTO
R
M
D
R
A
I
N
A
G
E
ESM
T
.
STO
R
M
D
R
A
I
N
A
G
E
ESM
T
.
SIGHT DISTANCE ESMT.
STORM DRAINAGE
ESMT.
FREDERICK
WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
SAN LAT
(TYP)
**WM (TYP)
11.25°
BEND
12" DIP WATERLINE "D"RUBY ROYCE DRIVECARRICK BEND WAYFIRE HYD. ASS'Y ,
12"x6" TEE, 2-6" G.V.
SAN LAT
(TYP)
**WM (TYP)8" DIP WATERLINE "A"8" DIP WATERLINE "A"22.5°
BEND
8"x8" TEE
3-8" G.V.
8" DIP WATERLINE
AIR RELEASE
VALVE (TYP)
**WM
(TYP)
**WM
(TYP)
SAN LAT
(TYP.)
FIRE HYD. ASS'Y ,
8"x6" TEE, 1-6" G.V.
FIRE HYD. ASS'Y ,FIRE HYD. ASS'Y ,
8"x6" TEE, 2-6" G.V.SAN11+0012+0013+0014+0015+0016+0017+0010+
0
0
11+00
8" DIP WATERLINE "A"R400'R400'R400'12" DIP WATERLINE "D"13+0014+0015+0016+0017+0018+0019+0012" DIP WATERLINE "D"FIRE HYD. ASS'Y ,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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAUTILITY PLAN603001530
SCALE: 1" = 30'
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
37
MATCH LINE - SEE SHEET 41MATCH LINE - SEE S
H
E
E
T
39
**CENTERLINE OF PROPOSED WATER METER BOXES
SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF
SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'
DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY
TRAFFIC RATED LID SHALL BE USED. THE EXACT
LOCATION OF NEW WATER SERVICES SHALL BE
COORDINATED WITH FREDERICK WATER'S INSPECTOR.
1" = 30'
38
NOTES:
1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR
REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF
THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE
SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY
COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO
DETERMINE THE BEST COURSE OF ACTION.
2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDED ON SHEET 04.
3.CONTRACTOR SHALL ADJUST EXISTING FREDERICK WATER FACILITIES TO
GRADE PER FREDERICK WATER'S INSPECTORS REQUIREMENTS.
4.ADDITIONAL FREDERICK WATER NOTES PROVIDED ON SHEET 40.
12/03/2025
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWM
WM
WM WM WM
WM
WM
WM
WM WM
WM
S S S S S
S S S S S S
WM
WM
WM WMWMWMWMWMWM
WM WM WM WM WM WM
WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMS S S S S S S S S
WMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WM WM
WMWMWMS S S S S S S S S S S S S S
S S S
WM
WMWMWMWMWMWWWWMWM
W W W W W W W W W W W W W W W
WM
AR
V
AR
V WWWWWWWWWMWMWMWMWM WM
WM
WMWMWMWMWMWMWMWMWMWMWMWM WM
WMWM
WMWMWMWM WM WM
WMWM
AR
V
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
666768
6970
70A
71
72
71A
40
39
39A
38
37
36
35 35A
34 33
32
80
81
82
83
83A
8485
86
10
B31
B32 F20
B35
F14
F13
E4
WMLOT 3178LOT 3179LOT 3180LOT 3181
LOT 3154 LOT 3153 LOT 3152 LOT 3148LOT 3149LOT 3150LOT 3151
LOT 3059LOT 3058LOT 3057LOT 3056LOT 3055
LOT 3052 LOT 3051 LOT 3050 LOT 3049 LOT 3048 LOT 3046 LOT 3045 LOT 3044 LOT 3043 LOT 3042 LOT 3041 LOT 3040
LOT 3072LOT 3071LOT 3070LOT 3069 LOT 3074 LOT 3075 LOT 3076 LOT 3077
LOT 3034LOT 3035LOT 3036LOT 3037LOT 3038 LOT 3033 LOT 3032
LOT 3026
LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102 LOT 3096
LOT 3066LOT 3065LOT 3064LOT 3063LOT 3062LOT 3061
LOT 3053 LOT 3047LOT 3054
LOT 3060 LOT 3068
LOT 3039
LOT 3067 LOT 3073
LOT 302510+0011+00STREET
LIGHT
STREET
LIGHT
STREET
LIGHT
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
5' CSE
5' CSE
5' CSE 5' CSE 5' CSE
5' CSE
5' CSE
5' CSE 5' CSE 5' CSE
5' CSE5' CSE
5' CSE5' CSE
5' CSE
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
STORM
DRAINAGE
ESMT.19+0020+0021+0022+0023+00STORM
DRAINAGE
ESMT.
BMP #14
LOT 3015 LOT 3016 LOT 3017 LOT 3018 LOT 3019 LOT 3020 LOT 3021 LOT 3023LOT 3022 LOT 3024LOT 3006LOT 3005LOT 3004LOT 3003LOT 3002 LOT 3008 LOT 3009 LOT 3010 LOT 3011 LOT 3012 LOT 3013 LOT 3014LOT 3001 LOT 3007 5' CSE5' CSE5' CSE5' CSE5' CSESTORMDRAINAGEESMT.STORMDRAINAGEESMT.18+95.67 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
29+87.36 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
FREDERICK WATER ESMT.
(VAR. WIDTH)
SIGHT DISTANCE ESMT.
STORM DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)12" DIP WATERLINE "D"8" DIP WATERLINE "B"8" DIP WATERLINE "B"RUBY ROYCE DRIVEGRANITE RIDGE DR.
PENGUIN CREST DR.PENGUIN CREST DR.
12"x8" CROSS,
2-12" G.V., 2-8" G.V.
12"x8" TEE,
1-12" G.V.
2-8" G.V.8" DIP WATERLINE "A"8" DIP WATERLINE "C"
8"x8" TEE
3-8" G.V.AIR RELEASE VALVE (TYP)
AIR RELEASE VALVE (TYP)
AIR RELEASE
VALVE (TYP)
**WM
(TYP)
SAN LAT
(TYP.)
**WM
(TYP)
SAN LAT
(TYP.)
**WM
(TYP)
SAN LAT
(TYP.)
FIRE HYD. ASS'Y ,
8"x6" TEE, 2-6" G.V.
FIRE HYD. ASS'Y ,
8"x6" TEE, 2-6" G.V.
FIRE HYD. ASS'Y ,
8"x6" TEE, 2-6" G.V.
FIRE HYD. ASS'Y ,
8"x6" TEE, 1-6" G.V.FIRE HYD. ASS'Y ,
8"x6" TEE, 2-6" G.V.
FIRE HYD. ASS'Y ,
8"x6" TEE, 1-6" G.V
**WM
(TYP)
SAN
LAT
(TYP.)
**WM
(TYP)
SAN
LAT
(TYP.)
FIRE HYD. ASS'Y ,
12"x6" TEE, 2-6" G.V.
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0010+0011+00R400'R400'R400'
R400'R400'R400'R400'R400'
R400'R400'R400'R400'
R400'18+0019+0020+0021+0022+008" DIP WATERLINE "C"
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
FIRE HYD. ASS'Y ,
8"x6" TEE, 2-6" G.V.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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAUTILITY PLAN603001530
SCALE: 1" = 30'
MATCH LINE - SEE S
H
E
E
T
38
MATCH LINE - SEE SHEET 40**CENTERLINE OF PROPOSED WATER METER BOXES
SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF
SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'
DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY
TRAFFIC RATED LID SHALL BE USED. THE EXACT
LOCATION OF NEW WATER SERVICES SHALL BE
COORDINATED WITH FREDERICK WATER'S INSPECTOR.
1" = 30'
39
NOTES:
1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR
REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF
THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE
SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY
COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO
DETERMINE THE BEST COURSE OF ACTION.
2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDED ON SHEET 04.
3.CONTRACTOR SHALL ADJUST EXISTING FREDERICK WATER FACILITIES TO
GRADE PER FREDERICK WATER'S INSPECTORS REQUIREMENTS.
4.ADDITIONAL FREDERICK WATER NOTES PROVIDED ON SHEET 40.
5.ROUTE 37 STUDY AREA SHOWN ON SHEET 04, 05, AND 06.
12/03/2025
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWMWMWMWMWMWM WM WM WMWMWMWMS S S S WMWM WM WM WMWMWMWMWMWM
S S S S S S SWM WMWM
WM
WM SSS S SSSSWMWMWMWMWWWWWSSSSWWW W W W W W W W
WM WM
WMWMWMWMWMWMWMWMWMWM WMW W W W W W W W W W W W W W
W WWWW55A
55B
57
57A
58
59
59A
60
61
6263
64
63A
64A
6566
93
92
91
90
80
81
82
83
83A
84
F12
F21
F11
F10
F9
F18
F8
LOT 3072 LOT 3074 LOT 3075 LOT 3076 LOT 3077
LOT 3034LOT 3035LOT 3036LOT 3037 LOT 3033 LOT 3032 LOT 3031 LOT 3030 LOT 3028 LOT 3027
LOT 3026 LOT 3088LOT 3086LOT 3087LOT 3084LOT 3085LOT 3082
LOT 3
083
LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102 LOT 3096
LOT 3073
LOT 3025
LOT 3029
LOT 3078 LOT 3079
LOT 3081
LOT 3080 10+0011+0010+0011+0012+00STREET
LIGHT
STREET LIGHT
STREET
LIGHT
STORM
DRAINAGE
ESMT.
STORM DRAINAGE
ESMT.
5' CSE 5' CSE
5' CSE
5' CSE 5' CSE
5' CSE 5' CSEFREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
BMP #13
BMP #12
LOT 3023 LOT 3024 5' CSE5' CSE5' CSE5' CSESTORMDRAINAGEESMT.LOT 3095 LOT 3094 LOT 3093 LOT 3092 LOT 3091 LOT 3090
26+00 27+00 28+00 29+00
37+00 38+00 39+00 42+0040+00
FREDERICK WATER ESMT.
(VAR. WIDTH)
41+0
0
SIGHT DISTANCE ESMT.
8" DIP WATERLINE "B"8" DIP WATERLINEGRANITE RIDGE DR.DAFFODIL DRIVEPENGUIN CREST DR.
FIRE HYD. ASS'Y ,
8"x6" TEE, 2-6" G.V
8" DIP WATERLINE "E"CHELMSFORD WAY8" DIP WATERLINE "C"8" DIP WATERLINE "F"45°
BEND
22.5° BEND
45° BEND
8"x8" TEE,
3-8" G.V.
11.25°
BEND
8"x8" TEE
3-8" G.V.
8"x8" TEE
3-8" G.V.
8"x8" TEE
3-8" G.V.
22.5°
BEND
11.25°
BEND
45°
BEND
(*) 1 - 8" G.V.,
20' - 8" STUB W/ FLUSHING ASS'Y
(*) A 25' PREBLAST ZONE
SHALL BE REQUIRED FOR
FUTURE CONNECTIONS AS
NEED PER FREDERICK
WATER'S INSPECTOR
**WM
(TYP)
SAN LAT
(TYP.)
**WM (TYP)SAN LAT
(TYP.)
**WM
(TYP)SAN LAT
(TYP.)
**WM
(TYP)
SAN
LAT
(TYP.)
FIRE HYD. ASS'Y ,
8"x6" TEE, 1-6" G.V.
FIRE HYD. ASS'Y ,
8"x6" TEE, 1-6" G.V
**WM
(TYP)
SAN
LAT
(TYP.)
**WM
(TYP)
SAN
LAT
(TYP.)
17+00 18+00 19+00
20+00 21+0022+0010+0012+0010+00 11+0012+00R400'R400'R400'R400'
R400'
8" DIP WATERLINE "C"11+0017+00 18+00 19+00 20+00 21+00 151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAUTILITY PLAN603001530
SCALE: 1" = 30'
MATCH LINE - SEE SHEET 41
MATCH LINE - SEE SHEET 39**CENTERLINE OF PROPOSED WATER METER BOXES
SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF
SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'
DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY
TRAFFIC RATED LID SHALL BE USED. THE EXACT
LOCATION OF NEW WATER SERVICES SHALL BE
COORDINATED WITH FREDERICK WATER'S INSPECTOR.
NOTES:
1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR
REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF
THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE
SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY
COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO
DETERMINE THE BEST COURSE OF ACTION.
2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDED ON SHEET 4.
3.CONTRACTOR SHALL ADJUST EXISTING FREDERICK WATER FACILITIES TO
GRADE PER FREDERICK WATER'S INSPECTORS REQUIREMENTS
4.ROUTE 37 STUDY AREA SHOWN ON SHEETS 04, 05, & 06.
1" = 30'
40
FREDERICK WATER NOTES:
1.VALVES, MANHOLES, ARV'S AND OTHER FREDERICK WATER SURFACE
FEATURES SHALL NOT BE PLACED IN CURB AND GUTTER, NOR SLOPED
PORTION OF HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATE
LOCATIONS WITH THE FREDERICK WATER INSPECTOR.
2.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION
BOXES, PEDESTALS, OTHER OBSTACLES AND ALL DRY UTILITIES SHALL NOT BE
PLACED ON FREDERICK WATER EASEMENTS. PERPENDICULAR IRRIGATION
LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18" MINIMUM
VERTICAL SEPARATION.
3.RETAINING WALLS AND THEIR TIE BACKS SUCH AS GEO GRID OR OTHER
SUPPORTS SHALL NOT BE PLACED IN FREDERICK WATER EASEMENTS.
4.CONTRACTOR SHALL TEST PIT AS REQUIRED AND ADJUST ALL EXISTING
FREDERICK WATER FACILITIES TO GRADE PER THE FREDERICK WATER
INSPECTORS REQUIREMENTS.
5.FENCES OR OTHER OBSTACLES SHALL NOT BE PLACED BETWEEN PAVING AND
FIRE HYDRANT. CONTRACTOR SHALL COORDINATE WORK WITHIN FREDERICK
WATER EASEMENT WITH THE FREDERICK WATER INSPECTOR.
6.DRY UTILITIES SHALL BE INSTALLED ON THE PROPERTY SIDE OF THE METER
BOXES AND NOT THE WATER MAIN SIDE.
7.GATE VALVE PLACEMENT WITHIN THE SIDEWALK IS DISCOURAGED.
CONTRACTOR SHALL COORDINATE FINAL GATE VALVE LOCATION WITH THE
FREDERICK WATER INSPECTOR.
8.SWIVEL TEES ARE REQUIRED AT FIRE HYDRANT TEES TO PLACE GATE VALVE
ON TEE, UNLESS AN ALTERNATIVE IS APPROVED BY THE FREDERICK WATER
INSPECTOR.
12/03/2025
WM
WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM
WM
WMWMWMWM
WM
WM
WM
WMWMWM
WM
WM
S S S S S S
SSSSSSSSSSSSSWMSSSSSSSSWWWWWWWWWW
W
WMWMWMWMWM WM WM WM WMS
WW WWWMWMWMWMWM
WMWWWWWWWWWWWWWWW
S
10
12
13
14
15
16
16A
17
18
19 19A
45
46
52A
52B
51
53
53A
54
55
56 56A
55A
55B
57
57A
58
50
11
52
F19
F8
F7
F6
F5
F4
F3 F2
F17
F16
W
W W W W W W LOT 3118LOT 3141LOT 3140LOT 3139LOT 3138LOT 3088LOT 3089LOT 3086LOT 3087LOT 3085LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102
LOT 3103 LOT 3104 LOT 3105 LOT 3106 LOT 3107 LOT 3108 LOT 3109 LOT 3113LOT 3112LOT 3111
LOT 3125LOT 3126LOT 3127LOT 3128LOT 3129LOT 3130 LOT 3121LOT 3122LOT 3124 LOT 3117LOT 3116LOT 3115LOT 3114LOT 3131LOT 3132LOT 3133LOT 3119LOT 3120LOT 3137LOT 3136LOT 3096
LOT 3110
LOT 3123
12+0013+0014+0015+0016+0017+0010+00
11+00
12+00
13+00
11+0012+0013+0014+0015+00STREET
LIGHT
STREET
LIGHT
STORM DRAINAGE
ESMT.5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSEFREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK
WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
BMP #11
STORM
DRAINAGE
ESMT.
STORM DRAINAGE
ESMT.
STORM DRAINAGE
ESMT.
LOT 3095 LOT 3094 LOT 3093 LOT 3092 LOT 3091 LOT 3090 42+0043+00STORM DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
STO
R
M
D
R
A
I
N
A
G
E
ESM
T
.
SIGHT DISTANCE ESMT.
SIGHT DISTANCE ESMT.
FREDERICK
WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FIRE HYD. ASS'Y
45° BEND
11.25°
BEND
8" DIP WATERLINE "B"8" DIP WATERLINE "B"DAFFODIL DRIVEy STREETCOACHMAN LANECARRICK BEND WAYFIRE HYD. ASS'Y
FIRE HYD.
ASS'Y
FIRE HYD.
ASS'Y
8"x6" TEE,
1-6" G.V.8" DIP WATERLINE "A"8" DIP WATERLINE "F"45° BEND
8"x8" TEE,
3-8" G.V.
11.25°
BEND
8"x8" TEE,
3-8" G.V.
45° BEND
45° BEND
22.5°
BEND
22.5°
BEND
11.25°
BEND
1-8" G.V.
8"x6" REDUCER
1-8" G.V.
8"x6" REDUCER
1-8" G.V.
8"-6" REDUCER
8" DIP WATERLINE "G"
**WM
(TYP)
SAN
**WM
(TYP)
SAN LAT
(TYP.)
**WM
(TYP)
SAN LAT
(TYP.)
**WM
(TYP)
SAN LAT
(TYP.)
FIRE HYD. ASS'Y ,
8"x6" TEE, 1-6" G.V.21+0022+0023+0024+0025+0026+00
12+0013+0014+0015+0016+0017+0010+00 11+0012+0013+0010+0
0
11+00 12+00 13+00
8" DIP WATERLINE "A"R400'R400'R400'R400'8" DIP WATERLINE "A"GRANITE RIDGE DR.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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAUTILITY PLAN603001530
SCALE: 1" = 30'
MATCH LINE - SEE SHEET 40
MATCH LINE -
S
E
E
S
H
E
E
T
37
MATCH LINE -SEE SHEET 39**CENTERLINE OF PROPOSED WATER METER BOXES
SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF
SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'
DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY
TRAFFIC RATED LID SHALL BE USED. THE EXACT
LOCATION OF NEW WATER SERVICES SHALL BE
COORDINATED WITH FREDERICK WATER'S INSPECTOR.
1" = 30'
41MATCH LINE - SEE SHEET 38NOTES:
1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR
REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF
THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE
SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY
COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO
DETERMINE THE BEST COURSE OF ACTION.
2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDED ON SHEET 04.
3.CONTRACTOR SHALL ADJUST EXISTING FREDERICK WATER FACILITIES TO
GRADE PER FREDERICK WATER'S INSPECTORS REQUIREMENTS.
4.ADDITIONAL FREDERICK WATER NOTES PROVIDED ON SHEET 40.
12/03/2025
S S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S SSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S XXXXXXXXXXXSSWMWMWMWMWMWM
WM
WMWMWMWMWMWM
WM
WM
SSSSSSSSSWWW
W
SSSWWWWWWWW10
12
13
14
15
52A
52B
2
1
11
101
100
113
112
111
110
C1
C2
3
4
5
F4
F3 F2
F1
E0
E2
E1
LOT 3139LOT 3138LOT 3168LOT 3169LOT 3167LOT 3133LOT 3163LOT 3164LOT 3120LOT 3165LOT 3166LOT 3137LOT 3136LOT
3
1
3
5
LOT 3134
16+0017+0010+0011+0012+0013+0014+0015+00PROP. RET. WALL
(DESIGN BY OTHERS)SECTION AA-3FUTURE SECTION AA-4BMP #9
STORM
DRAINAGE
ESMT.
10' PEDESTRIAN TRAIL
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM DRAINAGE
ESMT.
STO
R
M
D
R
A
I
N
A
G
E
ESM
T
.RUBY ROYCE DRIVECARRICK BEND WAY37 50
36 92
38 13
37 45
38 92
38 03
40 44
39 57
41 16
42 19
43 00
44 13
42 54
41 00
33 74
35 07
31 033244
27 48
29 75
32 70
30 93
31 70
29 99
27 50
24 85
26 50
23 47
29 25
27 00
23 97
27 18
23 50
20 50
30 55
15
28 30
32 60
HP
24 80
30 50
HP
29 45
22 80
26 74
HP
36
37 203845
44 30
HP
95
33 86
35 87
42 39
HP
34 67
39 08
HP
24 912740
27 40
28 81
30 21
32 65
34 54
37 14
42 75
HP
35 25
40 38
HP
32 29
38 91
HP
31 06 38 07
HP
29 81
37 49
HP
29 50
27 95
31 50
37 00
HP
29 32
26 56
25 55
24 88
39 45
40 17
36 25
35 80
25 30
23 82
28 80
26 68
31 05
29 58
31 64 32 70
31 70
27 50
26 50
39 36
37 64
37 35
35 75
35 49
32 94
33 77
31 42
32 32
30 63
31 53
30 00
30 78
33 50
28 65
28 90
HP
27 50
26 49
26 25
37 20
GRD
22 81
GRD
4' S
A
F
E
T
Y
B
E
N
C
H
5' A
Q
U
A
T
I
C
B
E
N
C
H
FF = 639.70
BF = 630.50
W/O
FF = 6 40.33
BF =
6
3
1.
1
3
W/O
FF = 641.12BF = 631.92W/OFF = 642.64BF = 633.44W/OSLAB =627.10SLAB =628.10FF = 648.85BF = 638.65SLAB =632.30SLAB =633.30FF = 644.74BF = 635.54W/OFF = 631.95BF = 622.75FF = 637.27BF = 628.07FF = 634.64BF = 625.44FF = 644.39BF = 635.19W/OFF = 646.33BF = 637.13W/O1' JU
M
P
1' JU
M
P
7.5
5.6
6.2
8.0
8.0
7.1
7.9
5.3
4.8
4.0
3.
8
3.02.66.5
10'
S
A
F
E
T
Y
B
E
N
C
H
10'
A
Q
U
A
T
I
C
B
E
N
C
H
632
634
628
636
638
644
642
640
630
626626
622
.
3
6
1
6
6
1
4
6
1
2
6
1
0
6
0
8
6
0
6
6
0
4
6
0
2
6
0
0
6
1
8
6
2
0
6
2
2
6
2
8
6
2
6
6
2
4
6
3
0
6
3
0
6
2
8
6
2
6
6
2
2
6
2
4
.
3
62
5
.
8
62
0
6
1
9
.
8
619.3
63062862662463263463062863263463463663663
2
63
0
628
626
620
622
624
616
618
614
626
612
614
616
618
620
622
624
628
634
632
636
630
628
632
634
636
638
630
628626624626
618
620
622
624
626
608
604
606
610610
606
608
610610
604604
606
608
610
612
614
616
618
610
628
630
628
626
620
622
624
626626
630
624
6226326346286306266266326286306266266346366386
4
0
6
4
2
592
594
596
598
600
602
604
606
608
610
612
614614
616
618
620
622
616
624
624624622625625622
625
624
624
62259259459659860060260460660861061
0
60
0
60
2
6
0
4
6
0
6
60
8
610600596598602604606608612614612
634
636
638
640
640
638
642
636
642644642
640
644
638
6
4
2
6
4
0
6
3
8642644632632634
638
636
6406
3
0
6
3
2
634636638
630630622626624628
630
6326
34 632632
630
634
632630630628628
626
624
630
628
6
3
0
6
2
8626624622626
646644
642
640
SC 250 LINING BY NC
GREEN OR APPROVED
EQUIVALENT
SC 250 LINING BY NC
GREEN OR APPROVED
EQUIVALENT 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGRADING PLAN603001530
SCALE: 1 = 30'
MATCH LINE -
S
E
E
S
H
E
E
T
46
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
43
1 = 30'
42
12/03/2025
SSSSSSSSSSSSSSSSSSSWM
WM
619619619
61
61
61
WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM
WM
WM
WMWMWMWMWMWMWMWMWMWMWM
WM
WM
SSSSSSSS S
SSSSSSSSSWWWWWWWWWWWW
WMWMWMWMWM WMSWWWWWWWW
WWWWWWMWM
S
15
16
16A
17
18
19 19A
20
32
31
30
27
26
25
F6
F5
F15
F4
F3
E2
E3
E4
E1
W
W W
LOT 3178LOT 3179LOT 3180LOT 3181
LOT 3154 LOT 3153 LOT 3152 LOT 3148LOT 3149LOT 3150LOT 3151 LOT 3147LOT 3146LOT 3145LOT 3144LOT 3143LOT 3142LOT 3141LOT 3140LOT 3139LOT 3138LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102
LOT 3103 LOT 3104 LOT 3105 LOT 3106 LOT 3107 LOT 3108
LOT 3127LOT 3128LOT 3129LOT 3130LOT 3168LOT 3169LOT 3170LOT 3171LOT 3172LOT 3173LOT 3174LOT 3175LOT 3176LOT 3177LOT 3167LOT 3155LOT 3156LOT 3131LOT 3132LOT 3157LOT 3158LOT 3159LOT 3160LOT 3161LOT 3162LOT 3163LOT 3164LOT 3165LOT 3166LOT 3137LOT 3136LOT 309611+0012+0013+0014+0015+0016+0017+0010+00
11+00
STORM
DRAINAGE
ESMT.13+0014+0015+0016+0017+0018+0019+0020+00BMP #11
STORM
DRAINAGE
ESMT.
STO
R
M
D
R
A
I
N
A
G
E
ESM
T
.
STO
R
M
D
R
A
I
N
A
G
E
ESM
T
.
STORM DRAINAGE
ESMT.RUBY ROYCE DRIVECOACHMAN LANECARRICK BEND WAYCARRICK BEND WAY38 13
37 45
38 92
38 03
40 44
39 57
41 16
42 19
43 00
44 13
44 83
46 02
46 21
47 45
47 48
48 97
48 76
50 23
50 03
51 43
51 58
52 96
53 52
54 95
56 60
51 74
53 52
51 77
53 52
51 62
53 52
51 39
52 85
51 18
52 85
50 97
52 85
51 60
50 56
51 60
50 63
51 60
50 86
51 60
50 99
42 54
41 00
44 54
42 82
46 50
44 66
51 84
53 25
50 955235
49 28
50 66
46 84
48 20
44 22
45 58
41 60
42 95
38 98
40 33
36 36
37 70
33 743507
31 033244
27 48
29 75
51 39
49 70
50 39
48 98
46 92
45 23
45 92
44 31
42 14
40 45 41 14
39 54
37 36
35 67 36 36
34 76
32 70
30 93
31 70
29 99
27 50
24 85
26 50
23 47
47 55 49 43 49 41 51 38 50 04
50 95
HP
49 99
42 20
42 08
41 20
40 00
38 30
36 53
34 01
30 76
29 25
27 00
23 97
27 18
23 50
20 50
45 25
49 79
52 50
HP
44 35
52 50
HP
43 47
50 75
HP
41 78
48 50
HP
39 60
45 75
HP
38 48
43 10
HP
35 96
40 47
HP
32 71
37 60
HP
30 55
35 15
HP
28 30
32 60
HP
24 80
30 50
HP
29 45
22 80
26 74
HP
52 95 55 75 56 62 57 11
55 36 54 81 54 01 53 80 53 55 53 31 53 27
52 77
50 92 51 72 51 98 52 25 52 90 52 71
51 27
51 50
HP
49 90 50 35 50 80 50 32
46 35
HP
44 50
HP
42 39
HP
39 08
HP
28 81
30 21
32 65
34 54
35 97
37 49
39 08
40 28
41 81
43 80
45 77
49 20
51 89
56 04
HP
46 95
54 80
HP
46 07
52 81
HP
44 08
51 28
HP
42 55
50 08
HP
48 82
HP
41 35
47 30
HP
40 09
46 29
HP
38 57
44 54
HP
37 14
42 75
HP
35 25
40 38
HP
32 29
38 91
HP
31 06 38 07
HP
HP
48 54
45 83
43 92
41 35
39 17
36 50
34 28
31 78
29 32
26 56
25 55
24 88
50 43 52 36 59 11
59 11 59 11
56 68 56 01 56 01 55 34 55 34 54 67 54 67
52 85 52 85 52 85 53 52 53 52
51516051605160
46
25 30
23 82
28 80
26 68
31 05
29 58
33 21
31 64
36 46
33 85
38 98
37 03
40 10
40 09
42 28
41 42
43 97
43 87
44 85
45 65
45 75
46 64
51 39
50 39
46 92
45 92
42 14
41 14
37 36
36 36
32 70
31 70
27 50
26 50
52 39
49 90
47 45
48 22
46 57
46 27
44 58
44 78
43 05
43 58
41 85
42 28
40 35
40 79
39 07
39 36
37 64
37 35
35 75
35 49
32 94
33 77
31 42
33 50
33 86
HP
33 26
28 65
28 90
HP
27 50
26 49
26 25
38 25 38 57
HP
37 91
42 00
HP
40 98
48 01
HP
47 81
47 23
51 07
51 95
HP
51 41
53 22
56 20
TC
56 73
TC
58 7157105777
59 11
56 86
57 115711
52 50
51 695110
57 11
55 11
SLAB =
655.27FF = 641.12BF = 631.92W/OFF = 642.64BF = 633.44W/OSLAB =627.10SLAB =628.10SLAB =632.30SLAB =633.30SLAB =636.96SLAB =637.96SLAB =641.74SLAB =642.74SLAB =646.52SLAB =647.52FF = 648.70BF = 639.50SLAB =650.99SLAB =651.99FF = 631.95BF = 622.75FF = 655.45BF = 646.25W/OFF = 654.55BF = 645.35W/OFF = 652.86BF = 643.66W/OFF = 650.40BF = 641.20W/OFF = 647.78BF = 638.58FF = 645.15BF = 635.95FF = 642.53BF = 633.33FF = 639.90BF = 630.70FF = 637.27BF = 628.07FF = 634.64BF = 625.44SLAB =
652.20
SLAB =
652.20
SLAB =
652.20
SLAB =
652.20
SLAB =
654.12
SLAB =
654.12
SLAB =
654.12
SLAB =
653.45
SLAB =
653.45
SLAB =
653.45
SLAB =
657.28
SLAB =
656.61
SLAB =
656.61
SLAB =
655.94
SLAB =
655.94
SLAB =
655.27FF = 644.39BF = 635.19W/OFF = 646.33BF = 637.13W/OFF = 648.22BF = 639.02W/OFF = 649.65BF = 640.45W/OFF = 651.17BF = 641.97W/OFF = 652.43BF = 643.23W/OFF = 653.63BF = 644.43W/OFF = 655.16BF = 645.96W/OFF = 657.15BF = 647.95W/OFF = 658.80BF = 649.60SLAB =
659.71
SLAB =
659.71
SLAB =
659.71SLAB =
659.04
SLAB =
657.70
SLAB =
651.03
SLAB =
651.70
SLAB =
652.29
SLAB =
652.96
1' JU
M
P
1' JU
M
P
1' JU
M
P
1' JU
M
P
1' JU
M
P
1' JU
M
P
7.5
5.6
6.2
6.2
6.3
6.3
6.3
6.3
6.4
6.5
6.5
8.0
8.0
7.1
7.9
7.5
7.9
7.5
7.9
7.5
7.9
6.5
7.88.27.86.88.88.28.34.94.53.52.86.8
6.6
6.4
6.5
6.9
6.9
5.8
5.5
5.3
4.8
4.0
3.
8
3.0
6.5
8.0
8.6640638636618620622624626628630632634640636638634640
634
636
638
646
648
644
642
646648644642640638630628626624632634630628632634634636638636634638636638640SLAB =
659.71SLAB =
658.37652652644642640638636632634630 654656
65
2
65
4
650 6506526526
5
2
6
5
4
6566586
5
6 656654
656
652
650
648
654
652
650
648
646
650
648
652
654
656652
654
656 642644
642
644
6526
5
0
6
4
8
6
4
4
64
2
64
6
63
2
6
3
4
64
0
63
8
63
6
63
0
628
626
620
622
624
636
638
648
650650
648646 6386
4
0
6
4
2
6
4
6
6
4
4
6486
5
0
650624634
636
638
640
640
638
642
636
642644642
640
644
638
644
640
642
646
6
4
6
646
642
644
648642644
646
650648
646
644
650
650650
646
648
652648
650
652
6546
4
2642
64464
4
646632632634
638
636
640638
630622626624628
630
632632634636
634636634
636638
640640
644642642
646652
650644 650
646
648
652 652644642648
646
650642644
646
648
650648646
642
644
640 638640
642
644642638636638
640
634
632
634
638
636
6406
3
6
6
3
4 632632
630
634
632630630628628
626
624
630
628
6
3
0
6
2
8626624622626 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGRADING PLAN603001530
SCALE: 1 = 30'
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
42
MATCH LINE - SEE SHEET 46MATCH LINE - SEE SH
E
E
T
44 1 = 30'
43
12/03/2025
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWM
WM
WM WM WM
WM
WM
WM
WM WM
WM
S S S S S
S S S S S S
WM
WM
WM WMWMWMWMWMWM
WM WM WM WM WM WM
WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMS S S S S S S S S
WMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WM WM
WMWMWMS S S S S S S S S S S S S S
S S S
WM
WMWMWMWMWMWWWWMWM
W W W W W W W W W W W W W W W
WM
AR
V
AR
V WWWWWWWWWMWMWMWMWM
WM
WM
WMWMWMWMWMWMWMWMWMWMWMWM WM
WMWM
WMWMWMWM WM WM
WMWM
AR
V
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
666768
6970
70A
71
72
71A
40
39
39A
38
37
36
35 35A
34 33
32
80
81
82
83
83A
8485
86
10
B31
B32 F20
B35
F14
F13
E4
WMLOT 3178LOT 3179LOT 3180LOT 3181
LOT 3154 LOT 3153 LOT 3152 LOT 3148LOT 3149LOT 3150LOT 3151
LOT 3059LOT 3058LOT 3057LOT 3056LOT 3055
LOT 3052 LOT 3051 LOT 3050 LOT 3049 LOT 3048 LOT 3046 LOT 3045 LOT 3044 LOT 3043 LOT 3042 LOT 3041 LOT 3040
LOT 3072LOT 3071LOT 3070LOT 3069 LOT 3074 LOT 3075 LOT 3076 LOT 3077
LOT 3034LOT 3035LOT 3036LOT 3037LOT 3038 LOT 3033 LOT 3032
LOT 3026
LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102 LOT 3096
LOT 3066LOT 3065LOT 3064LOT 3063LOT 3062LOT 3061
LOT 3053 LOT 3047LOT 3054
LOT 3060 LOT 3068
LOT 3039
LOT 3067 LOT 3073
LOT 302510+0011+00STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.19+0020+0021+0022+0023+00STORM
DRAINAGE
ESMT.
BMP #14
LOT 3015 LOT 3016 LOT 3017 LOT 3018 LOT 3019 LOT 3020 LOT 3021 LOT 3023LOT 3022 LOT 3024LOT 3006LOT 3005LOT 3004LOT 3003LOT 3002 LOT 3008 LOT 3009 LOT 3010 LOT 3011 LOT 3012 LOT 3013 LOT 3014LOT 3001 LOT 3007 STORMDRAINAGEESMT.STORMDRAINAGEESMT.18+95.67 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
29+87.36 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
STORM DRAINAGE
ESMT.RUBY ROYCE DRIVEGRANITE RIDGE DR.
PENGUIN CREST DR.PENGUIN CREST DR.
53 53
OLR
53 54
OLR
53 54
OLR
55 81
HP 53 67
HP5522
OLR
49 31
OLR
49 31
OLR
56 60
58 71
57 675698
59 11
58 02 58 32
59 11
58 50
59 11
58 43
56 68
55 73
56 01
55 50
56 01
55 02
55 34
54 63
55 34
54 37
54 67
54 16
54 67
53 94
48 65
50 29
49 28
50 96
50 05
51 63
50 87
52 30
51 70
52 97
52 19
53 64
55 69
57 07
56 52
57 74
57 33
58 41
57 85
58 41
58 15
59 08
58 44
59 08
58 50
59 08
57 38
58 19
56 80
57 52
56 23
56 86
55 60
56 19
55 00
50 43
49 00
51 10
49 38
51 69
51 15
52 36
51 64
47 94
49 63
57 10
56 15
54 18
55 04
54 02
55 04
53 76
55 04
51 84
53 25
52 34
51 36
52 34
51 77
53 01
52 23
53 68
52 72
53 68
53 20
54 35
53 68
55 02
53 97
56 87
56 18
56 87
56 25
56 87
56 04
56 87
55 74
56 87
55 44
56 87
55 03
56 20
54 34 52 74
54 19
52 32
53 52
51 61
52 85
50 90
52 18
50 19
51 51
49 59
50 79
49 51 50 05 50 45
52 06
53 00
52 39
53 67
52 72
53 67
53 11
54 34
53 52 54 04
55 01
55 10
55 56
55 45
56 23
56 41 56 85
57 57
57 01
58 24
56 41
57 88
56 29
57 21
56 08 55 71
56 54
55 10
55 87
54 49
55 20
52 25
54 04
51 95
53 37
50 81
52 03
50 27
51 36
49 71
50 69
51 30 51 62
52 37 52 92 53 22 53 94 53 71 53 70
55 65
55 83
55 97 55 89
55 73
55 37 54 70 53 68
53 26 52 48 51 17 50 49
49 74
48 58 48 34 46 33
52 03
53 74
54 70
HP
55 45
57 32
HP
51 044897 51 44 51 84 52 21 52 72 53 17 53 65 55 56 55 67 56 07 55 21 55 47 55 22 54 62 52 74 52 63 53 07 52 47 51 87 51 09 50 30 48 47 48 45 49 95 50 44 51 03
47 20 48 92 49 52 50 18 50 79 51 41 52 03 53 13 55 40 55 71 56 57 56 91 56 50 56 64 56 99
54 42
54 32 55 94 55 04 55 05 54 26 53 47 50 00 50 37 53 07 52 79 52 39
47 55 49 43 49 41 51 38 50 04
50 95
HP
49 99
45 25
49 79
52 50
HP
52 95 55 75 56 62 57 11
55 36 54 81 54 01 53 80 53 55 53 31 53 27
52 77
50 92 51 72 51 98 52 25 52 90 52 71
5149
51 89
56 04
HP
53 00 53 67 54 34 55 01 55 01
55 68
57 88 57 21
52 34 52 34 53 01 53 68 53 68 54 35 55 02
56 87 56 87 56 87 56 87 56 87 56 87 56 20
54 19 53 52 52 85 52 18 51 51
49 63 50 29 50 96 51 63 52 30 52 97 53 64 57 07 57 74 58 41 58 41 59 08 59 08 59 08 58 86 58 19 57 52 56 19 55 52 55 04 55 04 55 04
58 86
57 68
50 43 52 36 59 11
59 11 59 11
56 68 56 01 56 01 55 34 55 34 54 67 54 67
52 52 52 53 535239
51 07
53 22
54 37
HP
54 10
48 15
HP
48 00
50 77
51 53
HP
50 16
53 955697
58 54
HP
54 66
HP
54 33
52 93
49 85
56 20
TC
56 73
TC
57 77
58 7157105777
59 11
59 11
56 86
57 115711
55 52
56 86
52 135146
50 79 52 135146
52 50
53 88
55 015434
54 345367
55 91
56 90 58 24
55 56 56 23
57 57 58 24569058245757
51 43
52 705721
57 21 56 54 55 87 55 20
51 25
53 65
HP
54 04 53 37 52 03 51 36 50 695270
54 19
54 19
48 064892
51 33
54 715546
53 68
52 06
57 02
57 57
51 695110
57 11
55 11
SLAB =
652.06
SLAB =
651.39
SLAB =
654.79
SLAB =
654.12
SLAB =
653.45
SLAB =
652.78
SLAB =
652.11
SLAB =
655.64
SLAB =
659.46
SLAB =
658.79
SLAB =
658.12
SLAB =
656.79
SLAB =
656.80
SLAB =
657.47
SLAB =
657.47
SLAB =
657.47
SLAB =
657.47
SLAB =
657.47
SLAB =
657.47
SLAB =
657.67
SLAB =
658.34
SLAB =
659.01
SLAB =
659.01
SLAB =
659.68
SLAB =
659.68
SLAB =
659.68
SLAB =
655.27FFBF = 646.25SLAB =
657.28
SLAB =
656.61
SLAB =
656.61
SLAB =
655.94
SLAB =
655.94
SLAB =
655.27FFBF = 649.60SLAB =
653.60
SLAB =
654.27
SLAB =
654.27
SLAB =
654.94
SLAB =
655.61
SLAB =
656.16
SLAB =
655.62
SLAB =
654.95
SLAB =
654.28
SLAB =
654.28
SLAB =
653.61
SLAB =
652.94
SLAB =
652.94
SLAB =
650.22
SLAB =
650.89
SLAB =
651.56
SLAB =
652.23
SLAB =
652.90
SLAB =
653.57
SLAB =
654.24
SLAB =
659.71
SLAB =
659.71
SLAB =
659.71
SLAB =
659.04
SLAB =
657.70
SLAB =
651.03
SLAB =
651.70
SLAB =
652.29
SLAB =
652.96
SLAB =
656.83
SLAB =
657.50
SLAB =
658.17
SLAB =
658.84
SLAB =
658.48
SLAB =
657.81
SLAB =
656.47
SLAB =
655.80
SLAB =
654.64
SLAB =
653.97
SLAB =
651.29
SLAB =
652.63
SLAB =
651.96
6.56.68.02.53.48.07.88.07.56.86.16.93.65.83.82.73.13.12.83.83.12.62.42.14.25.23.54.62.63.64.52.23.14.93.32.94.05.46.88.78.86.98.99.19.29.49.16.16.78.04.56.14.55.93.94.62.33.65.53.45.97.04.45.44.03.73.48.56.75.85.24.63.85.05.23.82.93.24.52.44.73.44.62.43.56.85.15.5646
648
644
642
646648644642640638SLAB =
659.71SLAB =
658.37
SLAB =
655.64
SLAB =
655.64
SLAB =
657.46
SLAB =
656.12
SLAB =
652.73
SLAB =
653.305.4SLAB =
654.94
SLAB =
655.61 4.6SLAB =
658.84
SLAB =
658.17 6.1SLAB =
657.81
SLAB =
657.14
SLAB =
654.79
5.8650
652
65
0
652
652
654
6546546546566526526
5
4
656 65065
6 654652
658658656654
654 654654
652
650
648 656
656
658
654
656
654
652
654
648
652
650
652
650
648
648
638640642644646643 64264264464464664664865065
0
640
634
636
638642642642642642640640 652
652
654
654656658
656658
658
6
5
6
65
4
6
5
2
658
656658
656
656 658656658654654
654654656
6
5
0
6
4
8
650 652646
648648646646650652652 654 656656656652652644642640638636 658
656
656
654
652
652
650
650650654652650
652
654
654656
65
2
65
4
650
6566586
5
6
654
656
652
650
652
654
656652
654
656
652652
650
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGRADING PLAN603001530
SCALE: 1 = 30
MATCH LINE - SEE S
H
E
E
T
43
MATCH LINE - SEE SHEET 451 = 30
44NOTE:
ROUTE 37 STUDY AREA SHOWN ON SHEETS 04,
05, & 06.
12/03/2025
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWMWMWMWMWMWM WM WM WMWMWMWMS S S S WMWM WM WM WM
WM WM WM WM WM
S S S S S S SWM WMWM
WM
WM SSS S SSSSWMWMWMWMWWWWWSSSSW
W
W W W W W W W W
WM WM
WMWMWMWMWMWMWMWMWMWM WMW W W W W W W W W W W W W W
W WWWW55A
55B
57
57A
58
59
59A
60
61
6263
64
63A
64A
6566
93
92
91
90
80
81
82
83
83A
84
F12
F21
F11
F10
F9
F18
F8
LOT 3072 LOT 3074 LOT 3075 LOT 3076 LOT 3077
LOT 3034LOT 3035LOT 3036LOT 3037 LOT 3033 LOT 3032 LOT 3031 LOT 3030 LOT 3028 LOT 3027
LOT 3026 LOT 3088LOT 3086LOT 3087LOT 3084LOT 3085LOT 30
82 LOT 30
83
LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102 LOT 3096
LOT 3073
LOT 3025
LOT 3029
LOT 3078 LOT 3079
LOT 3081
LOT 3080 10+0011+0010+0011+0012+00STORM
DRAINAGE
ESMT.
STORM DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.SECTION AA-3FUTURE SECTION AA-4STORM
DRAINAGE
ESMT.
BMP #13
BMP #12
LOT 3023 LOT 3024 STORMDRAINAGEESMT.LOT 3095 LOT 3094 LOT 3093 LOT 3092 LOT 3091 LOT 3090
26+00 27+00 28+00 29+00
37+00 38+00 39+00 42+0040+00
41+0
0
GRANITE RIDGE DR.DAFFODIL DRIVEPENGUIN CREST DR.CHELMSFORD WAY49 31
OLR
49 31
OLR
51 28
OLR
56 68
55 73
56 01
55 50
56 01
55 02
55 34
54 63
55 34
54 37
54 67
54 16
54 67
53 94
54 00
53 16
54 00
52 90
53 33
52 62
53 33
52 36
56 23
56 86
55 60
56 19
55 00
54 67
53 34
53 33
52 34
54 18
55 04
54 02
55 04
53 76
55 04
52 54
54 05
52 38
54 05 53 57 53 57
53 50
53 50
54 07
54 74
55 43
55 43
51 69 51 73
51 66
51 81
52 67
52 93
53 87
54 13
52 85
50 90
52 18
50 19
51 51
49 59
50 79
49 51 50 05 50 45
54 23
53 35
54 90
54 03
55 57
54 39
55 57
54 66
50 81
52 03
50 27
51 36
49 71
50 69
48 58 48 34 46 33
51 87 51 09 50 30 48 47 48 45 49 95 50 44 51 03
51 35
52 48 53 33 53 58
53 77 53 77 53 59
55 57
54 83
55 05 54 26 53 47 50 00 50 37 53 07 52 79 52 39 51 52
52 30 53 23 52 24
52 14
51 98
50 50
51 63
51 90
52 76
52 80
53 18
53 29
53 41
54 72
55 23
HP
53 93
53 86
54 59
HP
53 82
53 30
HP
52 38
53 36
HP
55 36 54 81 54 01 53 80 53 55 53 31 53 27
52 77
52 71
51 97 51 74 51 49 51 13 51 03
50 47
50 92 51 72 51 98 52 25 52 90 52 71 52 10 51 35 51 34 51 11 50 76 51 00 50 57
51
51 30
51
52 85 52 18 51 51 54 23 54 90 55 57 55 57 55 57
56 19 55 52 55 04 55 04 55 04
54 05 54 05
53 57
53 57
53 50
53 50
54 07
54 74
55 43
55 43
55 43
55 43
56 68 56 01 56 01 55 34 55 34 54 67 54 67 54 67 54 00 54 00 53 33 53 33 53 33
52 52 52 53 53 53 52 52 52 52 04 52 04
53 22
54 37
HP
54 10
54 66
HP
54 33
52 93
49 85
52 32 53 46
HP
53 22
50 50
50 47
49 60
49 60
50 45
50 77
49 81
50 14
51 54
55 52
56 86
52 135146
50 79 52 135146
52 03 51 36 50 695270
48 064892
SLAB =
652.06
SLAB =
651.39
SLAB =
653.45
SLAB =
652.78
SLAB =
652.11
SLAB =
655.64
SLAB =
656.79
SLAB =
655.27
SLAB =
654.65
SLAB =
654.65
SLAB =
654.17
SLAB =
654.17
SLAB =
653.93
SLAB =
653.93
SLAB =
653.93
SLAB =
654.60
SLAB =
654.60
SLAB =
655.27
SLAB =
657.28
SLAB =
656.61
SLAB =
656.61
SLAB =
655.94
SLAB =
655.94
SLAB =
655.27
SLA
B =654.10SLA
B =654.10SLAB =656.03SLAB =656.03SLAB =656.03SLAB =
656.17
SLAB =
656.17
SLAB =
656.17
SLAB =
655.50
SLAB =
654.83
SLAB =
651.29
SLAB =
652.63
SLAB =
651.96 SLAB =655.34SLAB =654.672.62.42.14.25.23.57.07.88.78.58
.
5
7
.
8
6.
5
8.
4
7.
2
6.
0
9.29.49.16.16.78.04.05.54.25.85.24.64.52.44.73.44.62.43.54.13.4SLAB =
655.64
SLAB =
655.64
SLAB =
657.46
SLAB =
656.12
SLAB =
652.73
SLAB =
3.30 650652
652
650
648
648
638640642644646643 64264264464464664664865065
0
65
4
6
5
2
648
652
644
646
650
640640
640640
638638638
642642
642642
640640
643643
640
642
634
636
638642642642642642640640 652 6
5
2 652652
652
654
652
654
652654656
656
656
654
652
652
650
650650654652650
652
654
654
654
652
650
6
5
0
6
5
2 650652654654654648650652654
654652650652
652652
654
654 654654
652
654656
65
2
65
4
650
3.35.34.42.83.93.065
4 151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGRADING PLAN603001530
SCALE: 1 = 30
MATCH LINE - SEE SHEET 46
MATCH LINE - SEE SHEET 441 = 30
45NOTE:
ROUTE 37 STUDY AREA SHOWN ON SHEETS 04,
05, & 06.
12/03/2025
WM
WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM
WM
WMWMWMWM
WM
WM
WM
WM
WM
WM
WM
WM
S S S S S S
SSSSSSSSSSSSSWMSSSSSSSSWWWWWWWWWW
W
WMWMWMWMWM WM WM WM WMS
WW WWWMWMWMWMWM
WMWWWWWWWWWWWWWWW
S
10
12
13
14
15
16
16A
17
18
19 19A
45
46
52A
52B
51
53
53A
54
55
56 56A
55A
55B
57
57A
58
50
11
52
F19
F8
F7
F6
F5
F4
F3 F2
F17
F16
W
W W W W W W LOT 3118LOT 3141LOT 3140LOT 3139LOT 3138LOT 3088LOT 3089LOT 3086LOT 3087LOT 3085LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102
LOT 3103 LOT 3104 LOT 3105 LOT 3106 LOT 3107 LOT 3108 LOT 3109 LOT 3113LOT 3112LOT 3111
LOT 3125LOT 3126LOT 3127LOT 3128LOT 3129LOT 3130 LOT 3121LOT 3122LOT 3124 LOT 3117LOT 3116LOT 3115LOT 3114LOT 3131LOT 3132LOT 3133LOT 3119LOT 3120LOT 3137LOT 3136LOT 3096
LOT 3110
LOT 3123
13+0014+0015+0016+0017+0010+00
11+00
12+00
13+00
11+0012+0013+0014+0015+00STORM DRAINAGE
ESMT.
PROP. RET. WALL
(DESIGN BY OTHERS)
PROP. RET. WALL
(DESIGN BY OTHERS)
BMP #11
STORM
DRAINAGE
ESMT.
STORM DRAINAGE
ESMT.
STORM DRAINAGE
ESMT.
LOT 3095 LOT 3094 LOT 3093 LOT 3092 LOT 3091 LOT 3090 42+0043+00STORM DRAINAGE
ESMT.
STO
R
M
D
R
A
I
N
A
G
E
ESM
T
.DAFFODIL DRIVEDAFFODIL DRIVECOACHMAN LANECARRICK BEND WAYCARRICK BEND WAY36 92
38 13
37 45
38 92
38 03
40 44
39 57
41 16
42 19
43 00
44 13
44 83
46 02
46 21
47 45
47 48
48 97
48 76
50 23
50 03
58
07
54 74
55 43
55 43
55 43
55 43
52 67
52 93
53 87
54 13
54 83
54 68
50 15
52 04
50 42
52 04
50 71
52 04
50 92
52 71
51 51
52 85
51 74
53 52
51 77
53 52
51 62
53 52
51 39
52 85
51 18
52 85
50 97
52 85
51 60
50 56
51 60
50 63
51 60
50 86
51 60
50 99
51 60
50 80
51 60
50 59
51 60
50 33
51 22
53 55
50 55
49 25
42 54
41 00
44 54
42 82
46 50
44 66
53 18
52 78
53 29
53 41
55 20
HP
54 44
54 72
55 23
HP
53 93
53 86
54 59
HP
53 82
55 36 54 81 54 01 53 80 53 55 53 31 53 27
52 77
52 71
51 97 51 74 51 49 51 13 51 03
50 47
50 92 51 72 51 98 52 25 52 90 52 71 52 10 51 35 51 34 51 11 50 76 51 00 50 57
51 27
51 50
HP
51 30
51 70
52 41
HP 51 27
45 01
41 95
40 18
38 99
36 84
36 87
37 203845
44 30
HP
38 95
46 80
HP
47 44
HP 39 59
48 35
HP
41 14
49 50
HP
41 76
50 16
HP
42 92
50 68
HP
46 64
51 254977
50 834934
50 314870
49 654818
48 504706
47 59
46 08
46 95
45 12
49 90 50 35 50 80 50 32
49 82 49 82 49 87 48 66 48 66
49 52 48 95 47 26
44 87
39 06
33 86
33 86
45 54
46 35
HP
40 96
44 50
HP
35 87
42 39
HP
34 67
39 08
HP
28 81
30 21
50 08
HP
48 82
HP
47 30
HP
46 29
HP
44 54
HP
14
42 75
HP
35 25
40 38
HP
32 29
38 91
HP
31 06 38 07
HP
37 HP
37 00
HP
55 43
55 43
55 43
55 43
56 68 56 01 56 01 55 34 55 34 54 67 54 67 54 67 54 00 54 00 53 33 53 33 53 33
52 85 52 85 52 85 53 52 53 52 53 52 52 85 52 71 52 04 52 04 52 04
51 25
48 43
47 14
45 11
43 42
43 71
42 26
43 04
41 60
41 90
40 09
40 99
39 45
40 17
50 55512251225160516051605160516051605160
51 22
46 05
42 68
41 46
37 92
36 25
35 80
79
39 36
37 64
37 35
35 75
35 49
32 94
33 77
31 42
53 22
50 75
50 75
49 76
32 70
GRD
51 50
GRD
41 44
GRD
38 00
GRD
26 00
GRD
27 26
GRD
34 59
GRD
36 19
GRD
37 20
GRD
22 81
GRD
51 00
HP
4' S
A
F
E
T
Y
B
E
N
C
H
5' A
Q
U
A
T
I
C
B
E
N
C
H
SLAB =
655.27FF = 641.12BF = 631.92W/OFF = 642.64BF = 633.44W/OFF = 648.85BF = 638.65FF = 649.49BF = 639.29FF = 644.74BF = 635.54W/OFF = 646.74BF = 637.54FF = 648.70BF = 639.50FF = 653.15BF = 642.95FF = 652.73BF = 642.53FF = 652.21BF = 642.01W/OFF = 651.55BF = 641.35W/OSLAB =
652.20
SLAB =
651.82
SLAB =
651.82
SLAB =
651.15
SLAB =
652.20
SLAB =
652.20
SLAB =
652.20
SLAB =
652.20
SLAB =
652.20
SLAB =
652.20
SLAB =
653.31
SLAB =
652.64
SLAB =
652.64
SLAB =
652.64
SLAB =
653.45
SLAB =
654.12
SLAB =
654.12
SLAB =
654.12
SLAB =
653.45
SLAB =
653.45
SLAB =
653.45
SLAB =
653.93
SLAB =
653.93
SLAB =
653.93
SLAB =
654.60
SLAB =
654.60
SLAB =
655.27
SLAB =
657.28
SLAB =
656.61
SLAB =
656.61
SLAB =
655.94
SLAB =
655.94
SLAB =
655.27 SLAB =656.03SLAB =656.03SLAB =656.03SLAB =656.03FF = 644.39BF = 635.19W/OFF = 646.33BF = 637.13W/OFF = 648.22BF = 639.02W/OFF = 649.65BF = 640.45W/OBF = 641.97W/OFF = 650.40BF = 640.20W/OSLAB =6.
5
8.
4
7.
2
6.
0
2.
8
3.
5
8.27.86.88.88.28.36.28.36.27.56.9
6.8
7.5
6.9
6.6
7.0
8.44.94.53.52.83.74.75.97.96.06.86.5
6.9
6.9
5.8
5.5
5.3
4.8
4.0
3.
8
3.02.66.5
8.0
8.68.810'
S
A
F
E
T
Y
B
E
N
C
H
10'
A
Q
U
A
T
I
C
B
E
N
C
H
4' SAFETY BEN
C
H
5' AQUATIC BE
N
C
H
626626
632
634
628
636
638
644
642
640
630
646
648
650
632
634
628
636
638
644
642
640
630
626626
625.8
625.3
624
622
.
3
621.8
6
1
6
6
1
4
6
1
2
6
1
8
6
2
0
6
2
2
6
2
8
6
2
6
6
2
4
6
3
0
6306286
2
6
6
2
2
62
4
.
3
6
2
5
.
8
62
0
6
1
9
.
8
619.3
63062862662463263463665465464865065264
4
6
4
6
64
8
65
0
65
2
65
4
63
6
63
8
64
0
6
4
2
654654
654652652650 652644
646
648
65065064
46506
4
8
6
4
6
642
64
6
6
4
8
64
4650 64
2
64
4
64
8
64
6648 6386
4
0
64
6
6
4
4
6
4
2
64
6
6
4
8
650652654654
652
654656
65
2
65
4
650 6506526526
5
2
6
5
4
636
638 622632634628630626626632628630626626634646
648
650650
648646 6366386
4
0
6
4
2
6
4
6
6
4
4
6486
5
0
650
650
634
636
638
640
640
638
642
636
642644642
640
644
638
644
642
646
6
4
6
646
644
6486506506
4
2
6
4
0
6
3
8642644
64
2
64
4
6466
4
4
6
4
2
6
4
0
6
3
8
6
3
6632632634
638
636
640638
630650
648
6
4
0
6
4
2
64
4
64
6646
648644
642
640
SC 250 LINING BY NC
GREEN OR APPROVED
EQUIVALENT
SC 250 LINING BY NC
GREEN OR APPROVED
EQUIVALENT 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAGRADING PLAN603001530
SCALE: 1 = 30'
MATCH LINE - SEE SHEET 45
MATCH LINE -
S
E
E
S
H
E
E
T
42
MATCH LINE - SEE SHEET 431 = 30'
46
12/03/2025
4' S
A
F
E
T
Y
B
E
N
C
H
5' A
Q
U
A
T
I
C
B
E
N
C
H
10'
S
A
F
E
T
Y
B
E
N
C
H
10'
A
Q
U
A
T
I
C
B
E
N
C
H
632
634
628
636
638
644
642
640
630
626626
622
.
3
6
1
6
6
1
4
6
1
2
6
1
0
6
0
8
6
0
6
6
0
4
6
0
2
6
0
0
6
1
8
6
2
0
6
2
2
6
2
8
6
2
6
6
2
4
6
3
0
6
3
0
6
2
8
6
2
6
6
2
2
6
2
4
.
3
62
5
.
8
62
0
6
1
9
.
8
619.3
63062862662463263463062863263463463663663
2
63
0
628
626
620
622
624
616
618
614
626
612
614
616
618
620
622
624
628
634
632
636
630
628
632
634
636
638
630
628626624626
618
620
622
624
626
608
604
606
610610
606
608
610610
604604
606
608
610
612
614
616
618
610
628
630
628
626
620
622
624
626626
630
624
6226326346286306266266326286306266266346366386
4
0
6
4
2
592
594
596
598
600
602
604
606
608
610
612
614614
616
618
620
622
616
624
624624622625625622
625
624
624
62259259459659860060260460660861061
0
60
0
60
2
6
0
4
6
0
6
60
8
610600596598602604606608612614612
634
636
638
640
640
638
642
636
642644642
640
644
638
6
4
2
6
4
0
6
3
8642644632632634
638
636
6406
3
0
6
3
2
634636638
630630622626624628
630
6326
34 632632
630
634
632630630628628
626
624
630
628
6
3
0
6
2
8626624622626
646644
642
640
S S S S S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S SSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S XXXXXXXXXXXSSWMWMWMWMWMWM
WM
WMWMWMWMWMWM
WM
WM
SSSSSSSSSWWW
W
SSSWWWWWWWWGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARA
G
E
GARAGE
LOT 3139LOT 3138LOT 3168LOT 3169LOT 3167LOT 3133LOT 3163LOT 3164LOT 3120LOT 3165LOT 3166LOT 3137LOT 3136LOT
3
1
3
5
LOT 3134
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK
WATER ESMT.
(VAR. WIDTH)
PROP. RET. WALL
(DESIGN BY OTHERS)SECTION AA-3FUTURE SECTION AA-4BMP #9
STORM
DRAINAGE
ESMT.
10' PEDESTRIAN TRAIL
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.RUBY ROYCE DRIVE(PRIVATE)CARRICK BEND WAY(PRIVATE)20' FREDERICK
WATER ESMT
STORM DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
STO
R
M
D
R
A
I
N
A
G
E
ESM
T
.
FREDERICK
WATER ESMT.
(VAR.WIDTH)
1
1
1
1
1
1
1
3
3
3
3
3
3
3
5
1
GRAS
S 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIALANDSCAPE PLAN603001530
SCALE: 1" = 30'
MATCH LINE -
S
E
E
S
H
E
E
T
50
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
48
NOTES:
1.TREE SIZE SHOWN ON PLAN ARE APPROXIMATE. ACTUAL SIZES ARE AS SHOWN ON PLANT
SCHEDULE
2. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER
PENNINGTON SEED COMPANY.
3. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.
4. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL
COMPACTED AREAS AT LEAST 6" IN DEPTH TO LOOSEN THE COMPACTED SOILS AND ADD
AMENDMENTS
5.TOWNHOUSE SHRUB PLANTINGS ARE ILLUSTRATIVE - LOCATION OF ENTRY WALKS/ STEPS,
ETC. ARE NOT DETERMINED AT THIS TIME SHRUB LOCATION TO BE DETERMINED AT TIME OF
CONSTRUCTION. FOR SHRUB SPECIES INFORMATION SEE DETAIL & PLANT LIST
1" = 30'
47
12/03/2025
640638636618620622624626628630632634640636638634640
634
636
638
646
648
644
642
646648644642640638630628626624632634630628632634634636638636634638636638640652652644642640638636632634630654656
65
2
65
4
650 6506526526
5
2
6
5
4
6566586
5
6 656654
656
652
650
648
654
652
650
648
646
650
648
652
654
656652
654
656 642644
642
644
6526
5
0
6
4
8
6
4
4
64
2
64
6
63
2
6
3
4
64
0
63
8
63
6
63
0
628
626
620
622
624
636
638
648
650650
648646 6386
4
0
6
4
2
6
4
6
6
4
4
6486
5
0
650624634
636
638
640
640
638
642
636
642644642
640
644
638
644
640
642
646
6
4
6
646
642
644
648642644
646
650648
646
644
650
650650
646
648
652648
650
652
6546
4
2642
64464
4
646632632634
638
636
640638
630622626624628
630
632632634636
634636634
636638
640640
644642642
646652
650644 650
646
648
652 652644642648
646
650642644
646
648
650648646
642
644
640 638640
642
644642638636638
640
634
632
634
638
636
6406
3
6
6
3
4 632632
630
634
632630630628628
626
624
630
628
6
3
0
6
2
8626624622626SSSS
SSSSSSSSSSSSSSSWM
WM
619619619
61
61
61
WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM
WM
WM
WMWMWMWMWMWMWMWMWMWMWM
WM
WM
SSSSSSSS S
SSSSSSSSSWWWWWWWWWWWW
WMWMWMWMWM WMSWWWWWWWW
WWWWWWMWM
S
W
W W
GARAGEGARAGEGARAGE GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGERUBY ROYCE DRIVE(PRIVATE)CARRICK BEND WAY(PRIVATE)COACHMAN LANE
(PRIVATE)GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARA
G
E
LOT 3178LOT 3179LOT 3180LOT 3181
LOT 3154 LOT 3153 LOT 3152 LOT 3148LOT 3149LOT 3150LOT 3151 LOT 3147LOT 3146LOT 3145LOT 3144LOT 3143LOT 3142LOT 3141LOT 3140LOT 3139LOT 3138LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102
LOT 3103 LOT 3104 LOT 3105 LOT 3106 LOT 3107 LOT 3108
LOT 3127LOT 3128LOT 3129LOT 3130LOT 3168LOT 3169LOT 3170LOT 3171LOT 3172LOT 3173LOT 3174LOT 3175LOT 3176LOT 3177LOT 3167LOT 3155LOT 3156LOT 3131LOT 3132LOT 3157LOT 3158LOT 3159LOT 3160LOT 3161LOT 3162LOT 3163LOT 3164LOT 3165LOT 3166LOT 3137LOT 3136LOT 3096
GARAGE
STORM
DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
BMP #11
STORM
DRAINAGE
ESMT.
GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE CARRICK BEND WAY(PRIVATE)GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGESTO
R
M
D
R
A
I
N
A
G
E
ESM
T
.
STO
R
M
D
R
A
I
N
A
G
E
ESM
T
.
SIGHT DISTANCE ESMT.
STORM DRAINAGE
ESMT.
FREDERICK
WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)7 8 8 8 8
8 8 87
3
4
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
GRASS 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIALANDSCAPE PLAN603001530
SCALE: 1" = 30'
MAT
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
47
MATCH LINE - SEE SHEET 50MATCH LINE - SEE SHEET 49 1" = 30'
48
12/03/2025
30+02.36
18+83.59
640
646
648
644
642
646648644642640638650
652
65
0
652
652
654
6546546546566526526
5
4
656 65065
6 654652
658658656654
654 654654652
650
648 656
656
658
654
656
654
652
654
648
652
650
652
650
648
648
638640642644646643 64264264464464664664865065
0
640
634
636
638642642642642642640640 652
652
654
654656658
656658
658
6
5
6
65
4
6
5
2
658
656658
656
656 658656658654654
654654656
6
5
0
6
4
8
650 652646
648648646646650652652 654 656656656652652644642640638636 658
656
656
654
652
652
650
650650654652650
652
654 654654
656
65
2
65
4
650
6566586
5
6
654
656
652
650
652
654
656652
654
656
652652
650
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWM
WM
WM WM WM
WM
WM
WM
WM WM
WM
S S S S S
S S S S S S
WM
WM
WM WMWMWMWMWMWM
WM WM WM WM WM WM
WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMS S S S S S S S S
WMWMWMWMWMWMWMWMWMWMWMWMWMWM WM WM WM WM
WMWMWMS S S S S S S S S S S S S S
S S S
WM
WMWMWMWMWMWWWWMWM
W W W W W W W W W W W W W W W
WM
AR
V
AR
V WWWWWWWWWMWMWMWMWM WM
WM
WMWMWMWMWMWMWMWMWMWMWMWM WM
WMWM
WMWMWMWM WM WM
WMWM
AR
V
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
WMGARAGEGARAGEGARAGE GARAGEPENGUIN CREST DR.
(PRIVATE)
PENGUIN CREST DR.
(PRIVATE)
GRANITE RIDGE DR.
(PRIVATE)GARAGERUBY ROYCE DRIVE(PRIVATE)LOT 3178LOT 3179LOT 3180LOT 3181
LOT 3154 LOT 3153 LOT 3152 LOT 3148LOT 3149LOT 3150LOT 3151
LOT 3059LOT 3058LOT 3057LOT 3056LOT 3055
LOT 3052 LOT 3051 LOT 3050 LOT 3049 LOT 3048 LOT 3046 LOT 3045 LOT 3044 LOT 3043 LOT 3042 LOT 3041 LOT 3040
LOT 3072LOT 3071LOT 3070LOT 3069 LOT 3074 LOT 3075 LOT 3076 LOT 3077
LOT 3034LOT 3035LOT 3036LOT 3037LOT 3038 LOT 3033 LOT 3032
LOT 3026
LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102 LOT 3096
LOT 3066LOT 3065LOT 3064LOT 3063LOT 3062LOT 3061
LOT 3053 LOT 3047LOT 3054
LOT 3060 LOT 3068
LOT 3039
LOT 3067 LOT 3073
LOT 3025
GARAGE
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
BMP #14
GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE
GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE
LOT 3015 LOT 3016 LOT 3017 LOT 3018 LOT 3019 LOT 3020 LOT 3021 LOT 3023LOT 3022 LOT 3024LOT 3006LOT 3005LOT 3004LOT 3003LOT 3002 LOT 3008 LOT 3009 LOT 3010 LOT 3011 LOT 3012 LOT 3013 LOT 3014LOT 3001 LOT 3007
GRANITE RIDGE DR.
(PRIVATE)STORMDRAINAGEESMT.STORMDRAINAGEESMT.GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEFREDERICK WATER ESMT.
(VAR. WIDTH)
SIGHT DISTANCE ESMT.
STORM DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)7 8 8 8 8 8 7 7 888 88 7 7 8 8 8 8 8 7 7 78
7 8 7 7
8
7 7 7 7 8 8 7
7 7 7 8 7 7 7787
7 8 8 7 7 8
7 8
8
8 8 8 8 8 77
66
6
66
66 6
8888 8 8 8 8
8 8 8 8 8 8 8
8
8 8 8 8
8 8 8 8 8
6 6 6 666
6
2 2 2 2 2
2 2
2
2
2
2 2
2
2
2
3
GRASS7 7 7 7 151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIALANDSCAPE PLAN603001530
SCALE: 1" = 30'
MATCH LINE - SEE S
H
E
E
T
48
MATCH LINE - SEE SHEET 501" = 30'
49NOTES:
·ROUTE 37 STUDY AREA SHOWN ON
SHEETS 04, 05, & 06
12/03/2025
650652
652
650
648
648
638640642644646643 64264264464464664664865065
0
65
4
6
5
2
648
652
644
646
650
640640
640640
638638638
642642
642642
640640
643643
640
642
634
636
638642642642642642640640 652 6
5
2 652652
652
654
652
654
652654656
656
656
654
652
652
650
650650654652650
652
654
654
654
652
650
6
5
0
6
5
2 650652654654654648650652654
654652650652
652652
654
654 654654
652
654
656
65
2
65
4
650
65
4
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXWMWMWMWMWMWM WM WM WMWMWMWMS S S S WMWM WM WM WMWMWMWMWMWM
S S S S S S SWM WMWM
WM
WM SSS S SSSSWMWMWMWMWWWWWSSSSWWW W W W W W W W
WM WM
WMWMWMWMWMWMWMWMWMWM WMW W W W W W W W W W W W W W
W WWWWGARAGEGARAGEGARAGEGARAGEGARA
GE
GARA
GE GRANITE RIDGE DR.(PRIVATE)PENGUIN CREST DR.
(PRIVATE)DAFFODIL DRIVE(PRIVATE)CHELMSFORD WAY(PRIVATE)GARAGEGARAGE
GARAGE
GARAGE
LOT 3072 LOT 3074 LOT 3075 LOT 3076 LOT 3077
LOT 3034LOT 3035LOT 3036LOT 3037 LOT 3033 LOT 3032 LOT 3031 LOT 3030 LOT 3028 LOT 3027
LOT 3026 LOT 3088LOT 3086LOT 3087LOT 3084LOT 3085LOT 3082
LOT 3
083
LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102 LOT 3096
LOT 3073
LOT 3025
LOT 3029
LOT 3078 LOT 3079
LOT 3081
LOT 3080
STORM
DRAINAGE
ESMT.
STORM DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.SECTION AA-3FUTURE SECTION AA-4STORM
DRAINAGE
ESMT.
BMP #13
BMP #12
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
LOT 3023 LOT 3024
GRANITE RIDGE DR.
(PRIVATE)STORMDRAINAGEESMT.LOT 3095 LOT 3094 LOT 3093 LOT 3092 LOT 3091 LOT 3090
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEFREDERICK WATER ESMT.
(VAR. WIDTH)
SIGHT DISTANCE ESMT.
7 78
7 7 8 8 7 7 8 8 8 7
7 778 8
77 7
7
7
7
7
7
7
7
8
788888777
6
8 8
8
8
8888
6 6
6
6 6
2 2 2 2 2 2
2
2
2
2
2
2
2
2
2 2
2
GRAS
S
GRASS 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIALANDSCAPE PLAN603001530
SCALE: 1" = 30'
MATCH LINE - SEE SHEET 51
MATCH LINE - SEE SHEET 491" = 30'
50NOTES:
·ROUTE 37 STUDY AREA SHOWN ON
SHEETS 04, 05, & 06
12/03/2025
4' S
A
F
E
T
Y
B
E
N
C
H
5' A
Q
U
A
T
I
C
B
E
N
C
H
10'
S
A
F
E
T
Y
B
E
N
C
H
10'
A
Q
U
A
T
I
C
B
E
N
C
H
4' SAFETY BEN
C
H
5' AQUATIC BE
N
C
H
626626
632
634
628
636
638
644
642
640
630
646
648
650
632
634
628
636
638
644
642
640
630
626626
625.8
625.3
624
622
.
3
621.8
6
1
6
6
1
4
6
1
2
6
1
8
6
2
0
6
2
2
6
2
8
6
2
6
6
2
4
6
3
0
6306
2
8
6
2
6
6
2
2
62
4
.
3
62
5
.
8
62
0
6
1
9
.
8
619.3
63062862662463263463665465464865065264
4
64
6
64
8
65
0
65
2
65
4
63
6
63
8
64
0
64
2
654654
654652652650 652644
646
648
65065064
46506
4
8
6
4
6
642
64
6
6
4
8
64
4
65064
2
64
4
64
8
64
6648 6386
4
0
64
6
6
4
4
6
4
2
64
6
6
4
8
650652654654
652
654
656
65
2
65
4
650 6506526526
5
2
6
5
4
636
638 622632634628630626626632628630626626634646
648
650650
648646 6366386
4
0
6
4
2
6
4
6
6
4
4
6486
5
0
650
650
634
636
638
640
640
638
642
636
642644642
640
644
638
644
642
646
6
4
6
646
644
6486506506
4
2
6
4
0
6
3
8642644
64
2
64
4
6466
4
4
6
4
2
6
4
0
6
3
8
6
3
6632632634
638
636
640638
630650
648
6
4
0
6
4
2
64
4
64
6646
648644
642
640
WM
WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWM
WM
WMWMWMWM
WM
WM
WM
WMWMWM
WM
WM
S S S S S S
SSSSSSSSSSSSSWMSSSSSSSSWWWWWWWWWW
W
WMWMWMWMWM WM WM WM WMS
WW WWWMWMWMWMWM
WMWWWWWWWWWWWWWWW
S
W
W W W W W W GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGRANITE RIDGE DR.(PRIVATE)CARRICK BEND WAY(PRIVATE)COACHMAN LANE
(PRIVATE)DAFFODIL DRIVE(PRIVATE)DAFFODIL DRIVE(PRIVATE)GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGAR
A
G
E
LOT 3118LOT 3141LOT 3140LOT 3139LOT 3138LOT 3088LOT 3089LOT 3086LOT 3087LOT 3085LOT 3097LOT 3098LOT 3099LOT 3100LOT 3101LOT 3102
LOT 3103 LOT 3104 LOT 3105 LOT 3106 LOT 3107 LOT 3108 LOT 3109 LOT 3113LOT 3112LOT 3111
LOT 3125LOT 3126LOT 3127LOT 3128LOT 3129LOT 3130 LOT 3121LOT 3122LOT 3124 LOT 3117LOT 3116LOT 3115LOT 3114LOT 3131LOT 3132LOT 3133LOT 3119LOT 3120LOT 3137LOT 3136LOT 3096
LOT 3110
LOT 3123
STORM DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK
WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
PROP. RET. WALL
(DESIGN BY OTHERS)
PROP. RET. WALL
(DESIGN BY OTHERS)
BMP #11
STORM
DRAINAGE
ESMT.
GARAGE GARAGE GARAGE
GARAGE GARAGE GARAGE GARAGE
STORM DRAINAGE
ESMT.
STORM DRAINAGE
ESMT.CARRICK BEND WAY(PRIVATE)LOT 3095 LOT 3094 LOT 3093 LOT 3092 LOT 3091 LOT 3090GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE STORM DRAINAGE
ESMT.
FREDERICK WATER ESMT.
(VAR. WIDTH)
STO
R
M
D
R
A
I
N
A
G
E
ESM
T
.
SIGHT DISTANCE ESMT.
SIGHT DISTANCE ESMT.
FREDERICK
WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
7
7
7
7
7
7
7 8 8 8 8 8 7
7
8
7
7 7
8 8 8 8 8 87
8
2
2
2
2
2
3
4
4
4
4 4
3
3
3
3
3
3
3
3
3
3
3
3
3
5
5
5
5
5
5
5
44
GRASS 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIALANDSCAPE PLAN603001530
SCALE: 1" = 30'
MATCH LINE - SEE SHEET 50
MATCH LINE -
S
E
E
S
H
E
E
T
47
MATCH LINE - SEE SHEET 481" = 30'
51
12/03/2025
TOWNHOUSE/MULTIPLEX SHRUB PLANTING DETAIL, TYP.
END UNITS - TWO (2) KALMIA LATIFOLIA 'MINUET' (MINUET MOUNTAIN
LAUREL) EACH.
CENTRAL UNITS - ONE (1) AZALEA X 'ROSEBUD' (ROSEBUD AZALEA) EACH
*NOTE: SOME TOWNHOUSE /TOWNHOUSE STICK SHRUB PLACEMENTMAY
DIFFER FROM DETAIL DUE TO INDIVIDUAL TOWNHOUSE FOOTPRINT
ORIENTATION, SEE LANDSCAPE PLANS TO VERIFY PLACEMENT.
STREET
STREET
TREE (TYP.)STREET
TREE (TYP.)
SHRUB
KALMIA LATIFOLIA
(KEY #7)AZALEA X
'ROSEBUD'
(KEY #8)
SHRUB
KALMIA LATIFOLIA
(KEY #7)
STREET
X
STREET
TREE (TYP.)
PROFFERED UNIT TYPE 5 (MODIFIED SINGLE FAMILY SMALL LOT) PLANTING DETAIL
1 STREET TREE FOR EVERY 40' OF FRONTAGE TYPICAL
X
STREET
TREE (TYP.)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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIALANDSCAPE DETAILSSHRUBS AND TREES
7
30
24
Golden rain treeKoelreuteria paniculata 2.5" cal B&B
PROPOSED TREE PLANTINGS
PROPOSED SHRUB PLANTINGS
7London plane treePlatanus acerifolia
KEY BOTANIC NAME COMMON NAME QUANTITY SIZE
GENERAL CONDITIONS
SCOPE OF WORK
THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO
COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.
NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY
CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN TO ENSURE
THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND
THE PLANT LIST, THE DRAWING TAKES PRECEDENCE.
STANDARDS
ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD
FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION
(ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED
AND CERTIFIED BY STATE PLANT INSPECTORS. COLLECTED MATERIAL MAY BE USED ONLY
WHEN APPROVED BY OWNER'S REPRESENTATIVE. NOMENCLATURE WILL BE IN ACCORDANCE
WITH HORTUS III BY L.H. BAILEY.
ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONING
ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE.
ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY
PLANNING DEPARTMENT.
SUBSTITUTIONS: PRE-BID
IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT
TO FIND THE PLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE
CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER
CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF
THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED
FOR A SELECTED PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS
PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.
SUBSTITUTIONS: POST-BID
IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE
CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE
APPROVED BY THE OWNER'S REPRESENTATIVE.
UTILITIES AND UNDERGROUND FEATURES
THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL
CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES.
IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT
SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY
COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARE
TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE
INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE
LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BE
RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT
A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO
ACCOMMODATE THE POOR DRAINAGE.
TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTS
WARRANTY
THE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND
ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE
AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL
THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO
CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK, 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 OTHERWISE NEGOTIATED.
STANDARDS
A. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN
GENERAL TO REPRESENTATIVE SPECIES.
B. BALLED AND BURLAPPED (B&B)
1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF
NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR
AROUND THE TRUNK
2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.
3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES,
CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6"
ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND
LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKE
PRECEDENCE OVER CALIPER.
C. CONTAINER - GROWN STOCK
1. 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 SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL DEVELOPED AND WELL
DISTRIBUTED THROUGH OUT THE CONTAINER.
2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED
ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE
ROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT.
SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION.
3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL
THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE
EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK.
D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION.
PRUNING DETAIL FOR TREES IN THIS SECTION.
E. 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.
F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH
AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE
THAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL.
INSPECTION
A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S
REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO
SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.
B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR
OWNER'S REPRESENTATIVE.
C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE
ARCHITECT UPON REQUEST.
PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS
A. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER.
B. FOR UNTREATED PLASTIC CONTAINER-GROWN PLANTS WITH CIRCLING ROOTS, SEPARATE
ROOTS BY HAND AND UNTANGLE ROOTS THE LENGTH OF THE ROOTBALL.
C. PLANT SHRUB OR TREE A MINIMUM OF 18 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING
GRADE.
D. APPLY A 2 TO 3" THICK LAYER OF APPROVED HARDWOOD MULCH. KEEP MULCH 6" AWAY FROM
THE TRUNK OF ALL TREES AND SHRUBS.
E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE BAGS REMOVED DURING THE
PLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY.
18
NOTES:
1. ALL PLANTINGS SHALL CONFORM WITH §165-203.01B OF THE FREDERICK
COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE,
AND MAINTENANCE)
2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE
FREDERICK COUNTY PLANNING DEPARTMENT.
3. TREE SIZE ON PLAN VIEW IS TO DIFFERENTIATE BETWEEN INTERIOR AND
PERIMETER LANDSCAPE TREES. SIZES ARE SHOWN IN PLANT SCHEDULE.
4. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS.
STREET TREES REQUIRED: (SINGLE FAMILY UNITS ONLY)
1 STREET TREE FOR EVERY 40' OF FRONTAGE
1,761 LF OF FRONTAGE PROPOSED: 1,761 / 40 = 45 STREET TREES REQUIRED
ORNAMENTAL TREES REQUIRED: (TOWNHOUSE/DUPLEX UNITS ONLY)
2 ORNAMENTAL TREES FOR EVERY 5 UNITS (TOWNHOUSE / DUPLEX ONLY)
146 TOWNHOUSE UNITS (146 / 5 X 2) = 59 ORNAMENTAL TREES REQUIRED
TOTAL TREES REQUIRED: 104
TOTAL TREES PROVIDED: 104
Pistacia chinensis Chinese Pistache
1 Fagus sylvatica 'Riversii'Copper beech
Gymnocladus dioicus Kentucky coffeetree2
3
4
5
2.5" cal B&B
2.5" cal B&B
2.5" cal B&B
2.5" cal B&B
ORNAMENTAL SHRUBS REQUIRED: (TOWNHOUSE/DUPLEX UNITS ONLY)
6 ORNAMENTAL SHRUBS FOR EVERY 5 UNITS (TOWNHOUSE/DUPLEX ONLY)
146 TOWNHOUSE UNITS (146 / 5 X 6) = 176 ORNAMENTAL SHRUBS REQUIRED
TOTAL ORNAMENTAL SHRUBS REQUIRED: 176
TOTAL ORNAMENTAL SHRUBS PROVIDED: 178
18Cercidiphyllum japonicumKatsura tree6 2.5" cal B&B
Cont or B&B
Cont or B&B
Kalmia Latifolia 'Minuet' Minuet Mountain Laurel7
Azalea X 'Rosebud' Rosebud Azalea (Gable Hybrid)8 115
70
3" EARTH
SAUCER
EXISTING SUB-BASE
BACKFILL WITH
SOIL MIX OF 3/4
EXISTING SOIL & 1/4
ORGANIC MATTER
REMOVE BURLAP FROM
TOP 1/2 OF ROOT BALL
SET TOP 1/8 OF ROOT BALL
ABOVE FINISHED GRADE
REMOVE PROBLEM, DISEASED OR
WEAK BRANCHES ONLY. LEAVE
PLANT'S NATURAL FORM INTACT
SHRUB PLANTING DETAIL
3" MULCH
6" MIN
12"
MIN
SHRUB PLANTING DETAIL
NOT TO SCALE
NOT TO SCALE
52
12/03/2025
62862662461
6
61
8
61
4
628
626
624
59
2
59
4
59
6
59
8
60
0
60
2
60
4
6
0
6
6
0
8
61
0
61
2
61
4
61
4
616
618
620
622
616
624
624624622625625
622
625
624
624
622
632632634
630
630
622
626624WMS SSLOT 3165LOT 3166ST
O
R
M
DR
A
I
N
A
G
E
ES
M
T
.RUBY ROYCE DRIVES
T
O
R
M
D
R
A
I
N
A
G
E
E
S
M
T
.
1
1
GRASS
652
654
650 6506526526
5
2
6
5
4654WMSS
WWWWSTORM
DRAINAGE
ESMT.
SIGHT DISTANCE ESMT.
7
3
GRASS
654
652
65
0 650652LOT 308
2
LOT 308
3
LOT 30
8
1
LOT 30
8
0
ST
O
R
M
DR
A
I
N
A
G
E
ES
M
T
.
SEC
TI
O
N
A
A-
3
FUT
U
R
E
S
E
C
TI
O
N
A
A-
4
GRASS
638640642644 64364264264464464664664865065
0
654
6
5
2
648
652
644
646
650
640640 640640
638638638
642642
642642
640640
643643
640
642
634
636
638642642642642642640640
XXXXXXS
S
S
S
S
S
S
S
W
W
W
W
W
W
W
WMPENGUIN CREST DR.
(PRIVATE)
STORM
DRAINAGE
ESMT.
STORM
DRAINAGE
ESMT.
7 6
GRASS 648646648
648
646
646
650
652SSSSSWMWMLOT 3055LOT 3054STORMDRAINAGEESMT.72GRASS 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIALANDSCAPE DETAILSNOTES:
1. ALL PLANTINGS SHALL CONFORM WITH §165-203.01B OF THE FREDERICK COUNTY ZONING
ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE)
2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY
PLANNING DEPARTMENT.
3. DISTURBED AREAS OF WET POND NOT IDENTIFIED AS BEING PLANTED SHALL BE SEEDED.
ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER
PENNINGTON SEED COMPANY NO SLOPE IN EXCESS OF 25% WILL BE SEEDED.
4. *GRASSES SHOWN ABOVE MAY BE SEEDED RATHER THAN CONTAINER GROWN, WHEN AVAILABLE
common eastern ninebarkPhysocarpus opulifolius #3 cont.
PROPOSED SHRUB PLANTINGS
KEY BOTANIC NAME COMMON NAME QUANTITY SIZE
Itea virginica Virginia sweetspire
Viburnum dentatum southern arrowwood
*Typha sp.Cattails
#3 cont.
#3 cont.
*Peltandra virginica Arrow Arum
*Scipus validus Soft Stem Bulrush
*Lenna sp.Duckweed
52
SHRUBS AND TREES
27
30
4
52
102
102
8inkberry hollyIlex galabra 3 gal.
#1 Gal, 24" O.C.
COMMINGLE
*Sorghastrum nutens Indian grass
*Schizachyrium scorarium little bluestem
*Eupatorium fistulosum Joe Pye weed
*Monarda didyma scarlet bee-balm
66
66
79
79
SQ. SPACING
#1 Gal, 24" O.C.
COMMINGLE
SQ. SPACING
#1 Gal, 24" O.C.
COMMINGLE
SQ. SPACING
#1 Gal, 24" O.C.
COMMINGLE
SQ. SPACING
402001020
SCALE: 1" = 20'
402001020
SCALE: 1" = 20'
402001020
SCALE: 1" = 20'
402001020
SCALE: 1" = 20'
1" = 20'
53
402001020
SCALE: 1" = 20'
12/03/2025
29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50625
630
635
640
645
650
655
660
665
670
675
680
685
-2.06%
-2.75%
-1.00%
-2.00%
-0.90%-1.48%
-2.00%PVC STA.29+60.00PVC ELEV.647.89PVI STA.30+05.00PVI ELEV.647.44PVT STA.30+50.00PVT ELEV.648.36VC = 90.00
SD = 258'
K-Val = 29.5
SAG = 29+89.45
ELEV. = 647.74 PVC STA.30+90.00PVC ELEV.649.18PVI STA.31+00.00PVI ELEV.649.39PVT STA.31+10.00PVT ELEV.649.66VC = 20.00
SD = 1000'
K-Val = 28.8 PVC STA.33+80.00PVC ELEV.657.09PVI STA.34+00.00PVI ELEV.657.64PVT STA.34+20.00PVT ELEV.657.84VC = 40.00
SD = 637'
K-Val = 22.9 PVC STA.34+70.00PVC ELEV.658.34PVI STA.35+10.00PVI ELEV.658.74PVT STA.35+50.00PVT ELEV.657.94VC = 80.00
SD = 400'
K-Val = 26.7
CREST = 34+96.67
ELEV. = 658.47 PVC STA.36+95.00PVC ELEV.655.04PVI STA.37+20.00PVI ELEV.654.54PVT STA.37+45.00PVT ELEV.654.31VC = 50.00
SD = 1000'
K-Val = 45.5 PVC STA.40+56.50PVC ELEV.651.51PVI STA.40+94.00PVI ELEV.651.17PVT STA.41+31.50PVT ELEV.651.73VC = 75.00
SD = 456'
K-Val = 31.5
SAG = 40+84.81
ELEV. = 651.38 PVC STA.43+22.50PVC ELEV.654.56PVI STA.43+50.00PVI ELEV.654.97PVT STA.43+77.50PVT ELEV.654.42VC = 55.00
SD = 337'
K-Val = 15.8
CREST = 43+45.93
ELEV. = 654.74
625
630
635
640
645
650
655
660
665
670
675
680
685
PROP.
G
R
A
D
E
EX.
G
R
A
D
E
30+03.36
SECTION AA-3
30+03.36
SECTION AA-2
STORMXINGEX.
G
R
A
D
E
PROP. GRA
D
E
GRANITE RIDGE DRIVE
VARIABLE ROW
DESIGN SPEED 25 MPHSTORMXING32+59.57 = ℄ INTX RUBY ROYCE DRIVE36+00.29 = ℄ INTX CARRICK BEND WAY38+82.29 = ℄ INTX CHELMSFORD WAY40+82.75 = ℄ INTX DAFFODIL DRIVE42+38.94 = ℄ INTX TURNAROUNDPROP. GRADE
EX. GRADE
PAVEMENT DESIGN
(AADT: 215)NOTE:
CD-1 AND CD-2 UNDERDRAINS ARE TO BE
PROVIDED AS SHOWN ON THESE DRAWINGSBASE:
SUBBASE:
SURFACE:
3" IM-19.0
6" 21B
1-1/2" SM-9.5A
DESIGN SPEED: 25 MPH
1.5'
MIN.
NOTE:
UD-4 RECOMMENDED BUT ONLY USED AT
DEVELOPERS DISCRETION
PAVEMENT DESIGN
(AADT: 95)NOTE:
CD-1 AND CD-2 UNDERDRAINS ARE TO BE
PROVIDED AS SHOWN ON THESE DRAWINGSBASE:
SUBBASE:
SURFACE:
3" IM-19.0
6" 21B
1-1/2" SM-9.5A
DESIGN SPEED: 25 MPH
1.5'
MIN.
NOTE:
UD-4 RECOMMENDED BUT ONLY USED AT
DEVELOPERS DISCRETION
PAVEMENT DESIGN
(AADT: 17)NOTE:
CD-1 AND CD-2 UNDERDRAINS ARE TO BE
PROVIDED AS SHOWN ON THESE DRAWINGSBASE:
SUBBASE:
SURFACE:
3" IM-19.0
6" 21B
1-1/2" SM-9.5A
DESIGN SPEED: 25 MPH
1.5'
MIN.
NOTE:
UD-4 RECOMMENDED BUT ONLY USED AT
DEVELOPERS DISCRETION 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100
1" = 50' (H)GRANITE RIDGE DRIVE PROFILE1" = 5' (V)SCALE: 1" = 5'52.50510NOTE:
1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGN
WILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL
FIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BY
ENGINEER PRIOR TO CONSTRUCTION.
2.ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.
PRIVATE ROAD STATEMENT:
1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARY STREET
ACCEPTANCE REQUIREMENTS NECESSARY FOR INCLUSION IN THE SYSTEM OF STATE
HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF
TRANSPORTATION OR FREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURAL
ADDITION FUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERAL ASSEMBLY AND
ALLOCATED BY THE COMMONWEALTH TRANSPORTATION BOARD.
2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE REQUIRED TO BELONG TO THE HOA AND
ARE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE STREETS.
54
12/03/2025
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
670
-2.00%
-2.00%-2.20%-8.00%-5.14%
-1.36%
-2.00%-2.00%
-1.03%PVC STA.10+66.00PVC ELEV.610.39PVI STA.10+76.00PVI ELEV.610.19PVT STA.10+86.00PVT ELEV.610.41VC = 20.00
SD = 99'
K-Val = 4.8
SAG = 10+75.52
ELEV. = 610.29 PVC STA.11+15.00PVC ELEV.611.05PVI STA.12+25.00PVI ELEV.613.47PVT STA.13+35.00PVT ELEV.622.27VC = 220.00
SD = 206'
K-Val = 37.9 PVC STA.13+95.00PVC ELEV.627.07PVI STA.14+25.00PVI ELEV.629.47PVT STA.14+55.00PVT ELEV.631.01VC = 60.00
SD = 407'
K-Val = 21.0 PVC STA.17+80.00PVC ELEV.647.71PVI STA.18+40.00PVI ELEV.650.79PVT STA.19+00.00PVT ELEV.651.61VC = 120.00
SD = 345'
K-Val = 31.7 PVC STA.20+85.00PVC ELEV.653.48PVI STA.21+25.00PVI ELEV.652.68PVT STA.21+65.00PVT ELEV.653.09VC = 80.00
SD = 252'
K-Val = 26.4
SAG = 21+37.87
ELEV. = 652.95
RUBY ROYCE DRIVE
VARIABLE ROW
DESIGN SPEED 25 MPHSTORMXINGSTORMXINGEX. G
R
A
D
E
EX. GRA
D
E
PROP.
G
R
A
D
E
PROP. GRAD
E
CULVERTXINGSTORMXING20+63.13 = ℄ INTX GRANITE RIDGE DRIVE23+45.63 = ℄ INTX PENGUIN CREST DRIVE10+00.00 = ℄ INTX EXISTING SNOWDEN BRIDGE BLVDPAVEMENT DESIGN
(AADT: 104)NOTE:
CD-1 AND CD-2 UNDERDRAINS ARE TO BE
PROVIDED AS SHOWN ON THESE DRAWINGSBASE:
SUBBASE:
SURFACE:
3" IM-19.0
6" 21B
1-1/2" SM-9.5A
DESIGN SPEED: 25 MPH
1.5'
MIN.
NOTE:
UD-4 RECOMMENDED BUT ONLY USED AT
DEVELOPERS DISCRETION
PAVEMENT DESIGN
(AADT: 398)NOTE:
CD-1 AND CD-2 UNDERDRAINS ARE TO BE
PROVIDED AS SHOWN ON THESE DRAWINGSBASE:
SUBBASE:
SURFACE:
3" IM-19.0
6" 21B
1-1/2" SM-9.5A
DESIGN SPEED: 25 MPH
1.5'
MIN.
NOTE:
UD-4 RECOMMENDED BUT ONLY USED AT
DEVELOPERS DISCRETION 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 RUBY ROYCE DRIVE PROFILESCALE: 1" = 5'52.50510NOTE:
1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGN
WILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL
FIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BY
ENGINEER PRIOR TO CONSTRUCTION.
2.ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.
PRIVATE ROAD STATEMENT:
1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARY STREET
ACCEPTANCE REQUIREMENTS NECESSARY FOR INCLUSION IN THE SYSTEM OF STATE
HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF
TRANSPORTATION OR FREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURAL
ADDITION FUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERAL ASSEMBLY AND
ALLOCATED BY THE COMMONWEALTH TRANSPORTATION BOARD.
2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE REQUIRED TO BELONG TO THE HOA AND
ARE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE STREETS.
1" = 50' (H)
1" = 5' (V)
55
12/03/2025
17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00625
630
635
640
645
650
655
660
665
670
675
680
685
625
630
635
640
645
650
655
660
665
670
675
680
685
-1.00%-1.43%
-1.61%
-2.00%
-2.00%
-1.00%
-2.36%
-2.25%
-0.90%-0.90%PVC STA.18+70.00PVC ELEV.651.09PVI STA.19+10.00PVI ELEV.650.69PVT STA.19+50.00PVT ELEV.651.26VC = 80.00
SD = 437'
K-Val = 32.9
SAG = 19+02.92
ELEV. = 650.92 PVC STA.19+85.00PVC ELEV.651.76PVI STA.19+90.00PVI ELEV.651.83PVT STA.19+95.00PVT ELEV.651.91VC = 10.00
SD = 1000'
K-Val = 55.9 PVC STA.22+20.00PVC ELEV.655.74PVI STA.22+50.00PVI ELEV.656.35PVT STA.22+80.00PVT ELEV.656.05VC = 60.00
SD = 390'
K-Val = 20.0
CREST = 22+60.00
ELEV. = 656.14 PVC STA.23+60.00PVC ELEV.655.25PVI STA.23+75.00PVI ELEV.655.10PVT STA.23+90.00PVT ELEV.654.74VC = 30.00
SD = 808'
K-Val = 22.0 PVC STA.25+94.00PVC ELEV.649.92PVI STA.26+54.00PVI ELEV.648.51PVT STA.27+14.00PVT ELEV.649.86VC = 120.00
SD = 167'
K-Val = 26.0
SAG = 26+55.45
ELEV. = 649.20 PVC STA.28+85.00PVC ELEV.653.71PVI STA.29+00.00PVI ELEV.654.04PVT STA.29+15.00PVT ELEV.654.18VC = 30.00
SD = 816'
K-Val = 22.3 PVC STA.29+80.00PVC ELEV.654.76PVI STA.30+00.00PVI ELEV.654.95PVT STA.30+20.00PVT ELEV.654.76VC = 40.00
SD = 619'
K-Val = 22.2
CREST = 30+00.03
ELEV. = 654.85
PENGUIN CREST DRIVE
46' ROW
DESIGN SPEED 25 MPH
18+83.59
SECTION AA-3
18+83.59
SECTION AA-2
PROP. G
R
A
D
E
EX. GRADESTORMXINGSTORMXING21+79.84 = ℄ INTX RUBY ROYCE DRIVE28+02.52 = ℄ INTX RUBY ROYCE DRIVEPAVEMENT DESIGN
(AADT: 74)NOTE:
CD-1 AND CD-2 UNDERDRAINS ARE TO BE
PROVIDED AS SHOWN ON THESE DRAWINGSBASE:
SUBBASE:
SURFACE:
3" IM-19.0
6" 21B
1-1/2" SM-9.5A
DESIGN SPEED: 25 MPH
1.5'
MIN.
NOTE:
UD-4 RECOMMENDED BUT ONLY USED AT
DEVELOPERS DISCRETION 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100
PENGUIN CREST DRIVE PROFILESCALE: 1" = 5'52.50510NOTE:
1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGN
WILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL
FIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BY
ENGINEER PRIOR TO CONSTRUCTION.
2.ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.
PRIVATE ROAD STATEMENT:
1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARY STREET
ACCEPTANCE REQUIREMENTS NECESSARY FOR INCLUSION IN THE SYSTEM OF STATE
HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF
TRANSPORTATION OR FREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURAL
ADDITION FUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERAL ASSEMBLY AND
ALLOCATED BY THE COMMONWEALTH TRANSPORTATION BOARD.
2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE REQUIRED TO BELONG TO THE HOA AND
ARE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE STREETS.
1" = 50' (H)
1" = 5' (V)
56
12/03/2025
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
625
630
635
640
645
650
655
660
665
670
675
680
685
625
630
635
640
645
650
655
660
665
670
675
680
685
-2.00%
-1.00%
-3.8
0
%
-2.50
%
-3.6
0
%PVC STA.11+42.50PVC ELEV.655.27PVI STA.11+60.00PVI ELEV.655.10PVT STA.11+77.50PVT ELEV.654.43VC = 35.00
SD = 403'
K-Val = 12.5 PVC STA.12+57.50PVC ELEV.651.39PVI STA.12+75.00PVI ELEV.650.73PVT STA.12+92.50PVT ELEV.650.29VC = 35.00
SD = 1000'
K-Val = 26.9 PVC STA.14+90.00PVC ELEV.645.35PVI STA.15+00.00PVI ELEV.645.10PVT STA.15+10.00PVT ELEV.644.74VC = 20.00
SD = 991'
K-Val = 18.2
620
615
610
605
620
615
610
605
CARRICK BEND WAY
52' ROW
DESIGN SPEED 25 MPHSTORMXINGSTORMXING STORMXINGSTORMXINGPR
O
P
.
G
R
A
D
E
EX.
G
R
A
D
E10+00.00 = ℄ INTX GRANITE RIDGE DRIVE10+00.00 = ℄ INTXCOACHMAN LANEPAVEMENT DESIGN
(AADT: 82)NOTE:
CD-1 AND CD-2 UNDERDRAINS ARE TO BE
PROVIDED AS SHOWN ON THESE DRAWINGSBASE:
SUBBASE:
SURFACE:
3" IM-19.0
6" 21B
1-1/2" SM-9.5A
DESIGN SPEED: 25 MPH
1.5'
MIN.
NOTE:
UD-4 RECOMMENDED BUT ONLY USED AT
DEVELOPERS DISCRETION
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50620
625
630
635
640
645
650
655
660
665
670
675
680
620
625
630
635
640
645
650
655
660
665
670
675
680
-1.93%
-0.85%
-2.25%PVC STA.13+45.00PVC ELEV.648.33PVI STA.13+60.00PVI ELEV.648.20PVT STA.13+75.00PVT ELEV.647.86VC = 30.00
SD = 786'
K-Val = 21.4
EX. G
R
A
D
E
PROP. GRADE
DAFFODIL DRIVE
VARIABLE ROW
DESIGN SPEED 25 MPHSTORMXINGSTORMXING STORMXING10+00.00 = ℄ INTX GRANITE RIDGE DRIVE12+61.42 = ℄ INTX COACHMAN LANE14+ =13.09 ℄ INTX TURNAROUNDPAVEMENT DESIGN
(AADT: 15)NOTE:
CD-1 AND CD-2 UNDERDRAINS ARE TO BE
PROVIDED AS SHOWN ON THESE DRAWINGSBASE:
SUBBASE:
SURFACE:
3" IM-19.0
6" 21B
1-1/2" SM-9.5A
DESIGN SPEED: 25 MPH
1.5'
MIN.
NOTE:
UD-4 RECOMMENDED BUT ONLY USED AT
DEVELOPERS DISCRETION
PAVEMENT DESIGN
(AADT: 15)NOTE:
CD-1 AND CD-2 UNDERDRAINS ARE TO BE
PROVIDED AS SHOWN ON THESE DRAWINGSBASE:
SUBBASE:
SURFACE:
3" IM-19.0
6" 21B
1-1/2" SM-9.5A
DESIGN SPEED: 25 MPH
1.5'
MIN.
NOTE:
UD-4 RECOMMENDED BUT ONLY USED AT
DEVELOPERS DISCRETION 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 CARRICK BEND WAY & DAFFODIL DRIVE PROFILESSCALE: 1" = 5'52.50510NOTE:
1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.
FINAL PAVEMENT DESIGN WILL BE IN ACCORDANCE WITH VDOT 2018
PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTED CBR
VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED
BY ENGINEER PRIOR TO CONSTRUCTION.
2.ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.
PRIVATE ROAD STATEMENT:
1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA
SECONDARY STREET ACCEPTANCE REQUIREMENTS NECESSARY FOR
INCLUSION IN THE SYSTEM OF STATE HIGHWAYS AND WILL NOT BE
MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR
FREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURAL ADDITION
FUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERAL
ASSEMBLY AND ALLOCATED BY THE COMMONWEALTH
TRANSPORTATION BOARD.
2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE REQUIRED TO
BELONG TO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCE
OF THE PRIVATE STREETS.
1" = 50' (H)
1" = 5' (V)
57
12/03/2025
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50630
635
640
645
650
655
660
665
670
675
680
630
635
640
645
650
655
660
665
670
675
680
-2.00%
-0.91%
-0.90%-1.34%-2.00%PVC STA.11+06.50PVC ELEV.651.95PVI STA.11+44.00PVI ELEV.651.61PVT STA.11+81.50PVT ELEV.651.95VC = 75.00
SD = 4715'
K-Val = 41.5
SAG = 11+44.14
ELEV. = 651.78 PVC STA.12+00.00PVC ELEV.652.12PVI STA.12+25.00PVI ELEV.652.34PVT STA.12+50.00PVT ELEV.652.01VC = 50.00
SD = 508'
K-Val = 22.4
CREST = 12+20.13
ELEV. = 652.21
STORMXING10+00.00 = ℄ INTX GRANITE RIDGE DRIVE12+82.50 = ℄ INTX GRANITE RIDGE DRIVECHELMSFORD WAY
52' ROW
DESIGN SPEED 25 MPH
EX.
G
R
A
D
E
PROP.
GRADE
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
620
625
630
635
640
645
650
655
660
665
670
675
680
620
625
630
635
640
645
650
655
660
665
670
675
680
-2.21%
-0.90%-0.95%
-1.99%PVC STA.11+42.50PVC ELEV.650.83PVI STA.11+55.00PVI ELEV.650.95PVT STA.11+67.50PVT ELEV.650.83VC = 25.00
SD = 597'
K-Val = 13.5
CREST = 11+54.68
ELEV. = 650.89
615 615
E
X
.
G
R
A
D
E
PROP. GRADE
COACHMAN LANE
46' ROW
DESIGN SPEED 25 MPHSTORMXING STORMXING10+00.00 = ℄ INTX CARRICK BEND WAY13+97.09 = ℄ INTX COACHMAN LANEPAVEMENT DESIGN
(AADT: 11)NOTE:
CD-1 AND CD-2 UNDERDRAINS ARE TO BE
PROVIDED AS SHOWN ON THESE DRAWINGSBASE:
SUBBASE:
SURFACE:
3" IM-19.0
6" 21B
1-1/2" SM-9.5A
DESIGN SPEED: 25 MPH
1.5'
MIN.
NOTE:
UD-4 RECOMMENDED BUT ONLY USED AT
DEVELOPERS DISCRETION
PAVEMENT DESIGN
(AADT: 46)NOTE:
CD-1 AND CD-2 UNDERDRAINS ARE TO BE
PROVIDED AS SHOWN ON THESE DRAWINGSBASE:
SUBBASE:
SURFACE:
3" IM-19.0
6" 21B
1-1/2" SM-9.5A
DESIGN SPEED: 25 MPH
1.5'
MIN.
NOTE:
UD-4 RECOMMENDED BUT ONLY USED AT
DEVELOPERS DISCRETION 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100
COACHMAN LANE & CHELMSFORD WAY PROFILESCALE: 1" = 5'52.50510NOTE:
1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGN
WILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL
FIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BY
ENGINEER PRIOR TO CONSTRUCTION.
2.ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.
PRIVATE ROAD STATEMENT:
1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARY STREET
ACCEPTANCE REQUIREMENTS NECESSARY FOR INCLUSION IN THE SYSTEM OF STATE
HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF
TRANSPORTATION OR FREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURAL
ADDITION FUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERAL ASSEMBLY AND
ALLOCATED BY THE COMMONWEALTH TRANSPORTATION BOARD.
2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE REQUIRED TO BELONG TO THE HOA AND
ARE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE STREETS.
SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.505101" = 50' (H)
1" = 5' (V)
58
12/03/2025
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50640
645
650
655
660
665
670
640
645
650
655
660
665
670
RUBY ROYCE DRIVE & GRANITE RIDGE DRIVE (NORTH)3.5'OBJ. HGT.3.5'OBJ. HGT.3.5'EYE HGT.280' SIGHT LI
N
E
280' SIGHT
L
I
N
E℄ RUBY ROYCE DR.6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50640
645
650
655
660
665
670
640
645
650
655
660
665
670
3.5'OBJ. HGT.3.5'OBJ. HGT.3.5'EYE HGT.280' SIGHT LIN
E
280' SIGHT LINE
RUBY ROYCE DRIVE & GRANITE RIDGE DRIVE (SOUTH)℄ RUBY ROYCE DR.6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50645
650
655
660
665
670
645
650
655
660
665
670
3.5'OBJ. HGT.3.5'OBJ. HGT.3.5'EYE HGT.280' SIGHT LINE
280' SIGHT LINE℄ RUBY ROYCE DR.RUBY ROYCE DRIVE & PENGUIN CREST DRIVE
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50645
650
655
660
665
670
645
650
655
660
665
670
CARRICK BEND WAY & GRANITE RIDGE DRIVE3.5'OBJ. HGT.3.5'OBJ. HGT.3.5'EYE HGT.℄ CARRICK BEND WAY280' SIGHT LINE
280' SIGHT LINE
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50645
650
655
660
665
670
645
650
655
660
665
670
3.5'OBJ. HGT.3.5'OBJ. HGT.3.5'EYE HGT.℄ CHELMSFORD WAYCHELMSFORD WAY & GRANITE RIDGE DRIVE
280' SIGHT LINE
280' SIGHT LIN
E
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50645
650
655
660
665
645
650
655
660
665
3.5'OBJ. HGT.3.5'OBJ. HGT.3.5'EYE HGT.℄ DAFFODIL DRIVEDAFFODIL DRIVE & GRANITE RIDGE DRIVE
280' SIGHT LINE
280' SIGHT LINE 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASIGHT DISTANCE PROFILES1" = 50' (H)
1" = 5' (V)
59
SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.5051012/03/2025
7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50640
645
650
655
660
665
640
645
650
655
660
665
3.5'OBJ. HGT.3.5'OBJ. HGT.3.5'EYE HGT.CHELMSFORD WAY & PENGUIN CREST℄ CHELMSFORD WAY280' SIGHT LIN
E
280' SIGHT LINE
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00635
640
645
650
655
660
665
635
640
645
650
655
660
665
3.5'OBJ. HGT.3.5'OBJ. HGT.3.5'EYE HGT.COACHMAN LANE & DAFFODIL DRIVE℄ COACHMAN LANE280' SIGHT LINE
280' SIGHT LINE
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50635
640
645
650
655
660
665
670
635
640
645
650
655
660
665
670
COACHMAN LANE & CARRICK BEND WAY3.5'OBJ. HGT.3.5'OBJ. HGT.3.5'EYE HGT.℄ COACHMAN LANE280' SIGHT
L
I
N
E
280' SIGH
T
L
I
N
E 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASIGHT DISTANCE PROFILES1" = 50' (H)
1" = 5' (V)
60
SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.5051012/03/2025
PROP. GRADE
EX. GRADE
HGL
STORM 227-5
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
575
580
585
590
595
600
605
610
615
620
625
575
580
585
590
595
600
605
610
615
620
625
H: 1"=50'V: 1"=5'CULVERTXING162' - 36" ADS N-12 @ 0.50%
12' - 15"
ADS
N-
1
2
@ 5.
0
0
%
54' - 1
5
"
ADS N
-
1
2
@ 3.
5
0
%
61' - 15
"
ADS N
-
1
2
@ 3.2
4
%
52' - 15"
ADS N-12
@ 1.80%
EX 227 EX 228 1 2 3 4 5
0+00.00 = BASE 6'EX INV OUT = 602.03EX INV IN = 602.13 (36")1+61.50 = BaseEX INV OUT = 602.94EX INV IN = 603.44 (30")INV IN = 603.04 (15")1+73.50 = BaseINV OUT = 603.64INV IN = 603.74 (15")2+27.50 = BaseINV OUT = 605.63INV IN = 605.73 (15")2+69.09 = Base3+29.59 = BaseINV OUT = 609.04INV IN = 609.14 (15")3+81.67 = BaseINV OUT = 610.07INV IN = 610.07 (15")TOP = 608.89DI-3B - 6'TOP = 610.42DI-3B - 6' (SAG)TOP = 610.46DI-3B - 14'TOP = 610.46DI-3B - 6' (SAG)TOP = 611.43DI-3B - 8'TOP = 613.59DI-3B -12'TOP = 613.57DI-3B -10'SAN XING42' - 15
"
ADS N
-
1
2
@ 3.0
1
%INV OUT = 606.98INV IN = 607.08 (15")W/L "D"XINGW/L "D"XING18" MIN.
CLEAR
(TYP)
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
605
610
615
620
625
630
635
640
645
650
655
660
665
605
610
615
620
625
630
635
640
645
650
655
660
665
13' -
24"
ADS N-12
@ 0.50%
17' - 18"
ADS
N-
1
2
@ 5.0
0
%
36' - 15"
ADS
N-
1
2
@ 4.3
7
%
73' - 1
5
"
A
D
S
N
-
1
2
@ 4.00
%
97' - 1
5
"
A
D
S
N
-
1
2
@ 3.
6
7
%
154' - 15"
A
D
S
N
-
1
2
@
2
.
2
0
%
134' - 15" ADS N-12 @ 0.50%39' - 12"ADS N-12 @ 9.85
%
10 11 12 13 14 15 16 17 18 19 20
0+00.00 = EW-1 (24)INV OUT = 626.00INV IN = 626.00 (24")0+12.89 = MH1INV OUT = 626.06INV IN = 629.06 (18")0+29.56 = BaseINV OUT = 629.90INV IN = 630.00 (15")0+53.19 = BaseINV OUT = 630.94INV IN = 631.04 (15")0+89.07 = BaseINV OUT = 632.61INV IN = 632.71 (15")1+62.19 = BaseINV OUT = 635.64INV IN = 635.74 (15")2+59.30 = BaseINV OUT = 639.29INV IN = 639.39 (15")INV IN = 639.29 (12")4+13.07 = BaseINV OUT = 642.78INV IN = 642.88 (15")4+50.75 = BaseINV OUT = 643.29INV IN = 643.39 (15")5+84.43 = BaseINV OUT = 644.06INV IN = 644.31 (12")INV IN = 644.31 (12")6+23.32 = BaseINV OUT = 648.14TOP = 629.50TOP = 633.65TOP = 635.44DI-3B - 6'TOP = 635.33DI-3C - 6'TOP = 636.89DI-3B - 6'TOP = 639.80DI-3B - 4'TOP = 643.21DI-3B - 6'TOP = 647.60DI-3B - 6'TOP = 647.78DI-3B - 8'TOP = 651.38DI-3B - 6'TOP = 651.84DI-3B - 6'STORM 10-20
H: 1"=50'V: 1"=5'
38' - 15" ADS N-12 @ 1.10%W/L "A"XINGW/L "A"XINGW/L "A"XINGW/L "G"XINGSAN XINGSAN XINGSAN XINGSAN XINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXING18" MIN.
CLEAR
(TYP)
24' - 15" ADS N-12 @ 4.00%
PROP.
GRADE
HGL
EX.
GRADE
STORM 16-16A
-0+50 0+00 0+50 1+00
620
625
630
635
640
645
650
655
620
625
630
635
640
645
650
655
H: 1"=50'V: 1"=5'
16 16A
0+00.00 = BaseINV OUT = 639.29INV IN = 639.29 (12")INV IN = 639.31 (15")0+37.00 = BaseINV OUT = 639.48TOP = 643.21DI-3B - 6'TOP = 643.23DI-3B - 6'SAN XINGW/L "A"XING18" MIN.
CLEAR (TYP)37' - 12"
ADS N-12
@ 0.50%
PROP.
GRADE
HGL
EX.
GRADE
-0+50 0+00 0+50 1+00
625
630
635
640
645
650
655
660
625
630
635
640
645
650
655
660
19 19A
STORM 19-19A
18' -
12"
ADS N-12
@ 0.50%0+00.00 = BaseINV OUT = 644.06INV IN = 644.31 (12")INV IN = 644.31 (12")0+17.61 = NYP-24"INV OUT = 644.40INV IN = 645.50 (4" UD)TOP = 651.38DI-3B - 6'TOP = 650.50NYP-24H: 1"=50'V: 1"=5'
PROP. GRADE
EX. GRADE
HGL
-0+50 0+00 0+50 1+00 1+50 2+00
630
635
640
645
650
655
660
630
635
640
645
650
655
660
45 46
STORM 45-46
133' - 12" AD
S
N
-
1
2
@
1
.
6
2
%0+00.00 = EW-1 (15)INV OUT = 643.751+33.24 = BaseINV OUT = 645.91INV IN = 645.91 (12")TOP = 646.00TOP = 649.91DI-3B - 6'H: 1"=50'V: 1"=5'
VDOT CL A1
RIP RAP
PROP. GRADE
EX. GRADE
HGL
-0+50 0+00 0+50 1+00
620
625
630
635
640
645
650
655
660
620
625
630
635
640
645
650
655
660
35 35A
STORM 35-35A11' - 12"ADS N-12 @ 15.00%0+00.00 = BaseINV OUT = 639.71INV IN = 640.71 (12")INV IN = 639.81 (24")0+10.85 = BaseINV OUT = 642.33TOP = 647.58DI-3C - 6'TOP = 647.64DI-3B - 4'H: 1"=50'V: 1"=5'
10' - 15" ADS
N-12 @ 0.50%
PROP. GRADE
EX. GRADE
HGL
-0+50 0+00 0+50 1+00
630
635
640
645
650
655
660
630
635
640
645
650
655
660
39 39A
STORM 39-39A0+00.00 = BaseINV OUT = 643.55INV IN = 646.82 (15")INV IN = 644.05 (12")0+09.79 = BaseINV OUT = 646.87TOP = 650.88DI-3B -10'TOP = 650.87DI-3C - 6'H: 1"=50'V: 1"=5'151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 STORM PROFILES1" = 50' (H)
1" = 5' (V)
61SCALE: 1" = 5'52.50512/03/2025
HGL
PROP. GRADE
EX. GRADE
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
610
615
620
625
630
635
640
645
650
655
660
610
615
620
625
630
635
640
645
650
655
660
30 31 32 33 34 35 36 37 38 39 40
STORM 30-40
78' -
2
4"
A
D
S
N-
1
2
@ 6.
8
4
%
125' - 24" ADS N-12 @ 0.50%
21' -
24"
ADS N-12
@ 0.50%
39' -
24"
ADS N-12
@ 0.50%
19' -
24"
ADS N-12
@ 0.50%13' - 18"ADS N-12 @ 12.90%83' - 18" ADS N-12
@ 0.60%
135' - 18" ADS N-12 @ 0.60%
159' - 12" ADS N-12 @ 0.50%0+00.00 = EW-1 (24)INV OUT = 633.01INV IN = 633.01 (24")0+09.34 = MH1INV OUT = 633.06INV IN = 633.16 (24")0+87.22 = MH1INV OUT = 638.48INV IN = 638.58 (24")2+12.21 = BaseINV OUT = 639.21INV IN = 639.31 (24")2+33.65 = BaseINV OUT = 639.41INV IN = 639.51 (24")2+72.69 = BaseINV OUT = 639.71INV IN = 639.81 (24")INV IN = 640.71 (12")2+91.57 = BaseINV OUT = 639.90INV IN = 640.40 (18")3+04.37 = NYP-30"INV OUT = 642.05INV IN = 642.15 (18")3+87.28 = NYP-30"INV OUT = 642.64INV IN = 642.74 (18")5+21.99 = BaseINV OUT = 643.55INV IN = 644.05 (12")INV IN = 646.82 (15")6+80.51 = NYP-24"INV OUT = 644.85TOP = 636.01TOP = 638.13TOP = 645.52TOP = 647.71DI-3B - 4'TOP = 647.58DI-3C - 6'TOP = 647.58DI-3C - 6'TOP = 646.5048" RISERTOP = 647.81TOP = 647.00NYP-30TOP = 650.88DI-3B -10'TOP = 647.35H: 1"=50'V: 1"=5'SANXINGVDOT CL A1
RIP RAP W/L "C" XING9' - 24" ADS N-12 @ 0.50%
18" MIN.
CLEAR
(TYP)
CONCRETE ARCH
6" MIN. CLEAR (TYP)
615
620
625
630
635
640
645
650
655
660
665
18' -
30"
ADS N-12
@ 0.50%
29' -
30"
ADS N-12
@ 1.75%
122' - 30" AD
S
N
-
1
2
@
1
.
6
2
%
139' - 30" ADS N-12 @ 0.50%
42' - 30"
ADS N-12
@ 0.50%
58' - 30"
ADS N-12
@ 0.50%
98' - 30" ADS N-12
@ 0.50%
39' -
30"
ADS N-12
@ 0.50%
70' - 30"
ADS N-12 @ 0.50%
67' - 24"
ADS N-12 @ 0.50%
66' - 24"
ADS N-12 @ 0.50%
46' - 24"
ADS N-12
@ 0.50%
168' - 24" ADS N-12 @ 0.50%
49' - 24"
ADS N-12
@ 0.50%
17' - 24"
ADS N-12
@ 0.50%
103' - 24" ADS N-12
@ 0.58%
207' - 18" ADS N-12 @ 0.50%
50 51 52 53
54 55 56 57 58 59 60 61 62 63 64 65 66
0+00.00 = EW-1 (30)INV OUT = 626.000+18.23 = MH2INV OUT = 626.09INV IN = 631.09 (30")0+47.33 = MH2INV OUT = 631.60INV IN = 636.60 (30")INV IN = 637.85 (15")1+68.90 = BASE 5'INV OUT = 638.57INV IN = 638.67 (30")INV IN = 642.57 (12")3+08.34 = MH2INV OUT = 639.37INV IN = 639.47 (30")3+50.69 = BASE 5'INV OUT = 639.68INV IN = 639.78 (30")INV IN = 643.68 (15")4+08.22 = BASE 5'INV OUT = 640.07INV IN = 640.17 (30")INV IN = 644.07 (15")5+06.35 = BASE 5'INV OUT = 640.66INV IN = 640.76 (30")INV IN = 641.83 (12")5+45.83 = BASE 5'INV OUT = 640.96INV IN = 641.06 (30")6+15.82 = BASE 5'INV OUT = 641.41INV IN = 641.51 (24")INV IN = 646.66 (15")6+82.66 = BaseINV OUT = 641.84INV IN = 641.94 (24")7+48.96 = BaseINV OUT = 642.27INV IN = 642.37 (24")7+94.67 = MH1INV OUT = 642.60INV IN = 642.70 (24")9+63.05 = BaseINV OUT = 643.54INV IN = 643.64INV IN = 647.7610+11.75 = BaseINV OUT = 643.88INV IN = 643.98 (24")INV IN = 644.63 (15")10+28.48 = BaseINV OUT = 644.07INV IN = 644.17 (24")11+31.79 = BaseINV OUT = 644.77INV IN = 645.27 (18")TOP = 629.50TOP = 635.00TOP = 644.50TOP = 648.24DI-3B - 8'TOP = 650.04TOP = 649.67DI-3B - 4'TOP = 649.56DI-3B - 6' (SAG)TOP = 650.61DI-3B - 4'TOP = 650.77DI-3B - 6'TOP = 651.36DI-3B - 6'TOP = 650.0048" RISERTOP = 650.5048" RISERTOP = 652.55TOP = 651.67DI-3C - 6'TOP = 651.35DI-3C - 8'TOP = 650.89DI-1TOP = 647.94DI-1-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50
STORM 50-72
H: 1"=50'V: 1"=5'
PROP. GRADE
EX. GRADE
HGL
SANXINGSANXINGSANXINGSANXINGSANXINGW/L "B"XINGW/L "B"XINGW/L "B"XINGW/L "G"XINGW/L "E"XING18" MIN. CLEAR (TYP)
CONCRETE
ARCH
6" MIN.
CLEAR
(TYP)
STORM 50-72
H: 1"=50'V: 1"=5'
615
620
625
630
635
640
645
650
655
660
665
207' - 18" ADS N-12 @ 0.50%
103' - 18" ADS N-12
@ 0.51%
120' - 18" ADS N-12 @ 0.50%24' - 18"
ADS N-12
@ 0.50%
77' - 15" ADS N-12
@ 0.50%
8' - 12"
ADS N-12
@ 1.00%
67 68 69 70 71 72
13+39.03 = BaseINV OUT = 646.31INV IN = 646.41 (18")14+41.99 = NYP-30"INV OUT = 646.93INV IN = 647.03 (18")15+62.00 = NYP-30"INV OUT = 647.63INV IN = 647.73 (18")15+86.17 = BaseINV OUT = 647.85INV IN = 648.10 (15")INV IN = 648.50 (12")16+63.12 = BaseINV OUT = 648.49INV IN = 648.74 (12")INV IN = 648.74 (12")16+70.93 = BaseINV OUT = 648.82TOP = 652.18DI-1TOP = 654.61NYP-30PTOP = 654.33NYP-30PTOP = 653.31DI-3B - 6'TOP = 652.72DI-3B - 6' (SAG)TOP = 652.74DI-3B - 4'12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
PROP. GRADE
EX. GRADE
HGL
STORM 50-72
H: 1"=50'V: 1"=5'151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 STORM PROFILESMATCH LINE - SEE ABOVE1" = 50' (H)
1" = 5' (V)
62
SCALE: 1" = 50'
50 25 0 50 100SCALE: 1" = 5'52.50510SCALE: 1" = 5'52.50510MATCH LINE - SEE BELOW12/03/2025
PROP. GRADE
EX. GRADE
HGL
PROP. GRADE
EX. GRADE
HGL
-0+50 0+00 0+50 1+00
620
625
630
635
640
645
650
655
660
620
625
630
635
640
645
650
655
660
53 53A
STORM 53-53A
-0+50 0+00 0+50 1+00 1+50
620
625
630
635
640
645
650
655
620
625
630
635
640
645
650
655
52 52A 52B
STORM 52-52B 0+00.00 = BASE 5'INV OUT = 638.57INV IN = 642.57 (12")INV IN = 638.67 (30")0+32.01 = BaseINV OUT = 644.25TOP = 648.24DI-3B - 8'TOP = 648.25DI-3B - 6'H: 1"=50'V: 1"=5'SANXING45' - 1
5
"
ADS N
-
1
2
@ 4.12
%
25' -
12"
ADS N-12
@ 1.43%0+00.00 = MH2INV OUT = 631.60INV IN = 637.85 (15")INV IN = 636.60 (30")0+45.40 = BaseINV OUT = 639.72INV IN = 639.97 (12")0+70.57 = BaseINV OUT = 640.33TOP = 644.50TOP = 644.52DI-3B - 4' (SAG)TOP = 644.33DI-3B - 4' (SAG)H: 1"=50'V: 1"=5'W/L "B"XING18" MIN.
CLEAR
(TYP)
32' - 12"
ADS N-12
@ 5.23%
PROP. GRADE
EX. GRADE
HGL
-0+50 0+00 0+50 1+00 1+50 2+00
625
630
635
640
645
650
655
660
625
630
635
640
645
650
655
660
55 55A 55B
STORM 55-55B
52' -
1
5"
ADS
N-
1
2
@ 5.8
0
%
79' - 12" ADS N-12
@ 0.50%0+00.00 = BASE 5'INV OUT = 639.68INV IN = 643.68 (15")INV IN = 639.78 (30")0+52.37 = BaseINV OUT = 646.71INV IN = 646.96 (12")1+31.23 = NYP-24"INV OUT = 647.36TOP = 649.67DI-3B - 4'TOP = 649.71DI-1TOP = 649.75NYP-24H: 1"=50'V: 1"=5'
PROP. GRADE
EX. GRADE
HGL
-0+50 0+00 0+50 1+00
625
630
635
640
645
650
655
660
625
630
635
640
645
650
655
660
56 56A
STORM 56-56A14' - 15"ADS N-12 @ 13.63%0+00.00 = BASE 5'INV OUT = 640.07INV IN = 644.07 (15")INV IN = 640.17 (30")0+13.73 = NYP-24"INV OUT = 645.94TOP = 649.56DI-3B - 6' (SAG)TOP = 648.94NYP-24H: 1"=50'V: 1"=5'
PROP. GRADE
EX. GRADE
HGL
-0+50 0+00 0+50 1+00
630
635
640
645
650
655
660
665
630
635
640
645
650
655
660
665
57 57A
STORM 57-57A41' - 12"ADS N-12 @ 15.35%0+00.00 = BASE 5'INV OUT = 640.66INV IN = 641.83 (12")INV IN = 640.76 (30")0+41.32 = BaseINV OUT = 648.17TOP = 650.61DI-3B - 4'TOP = 652.17DI-3B - 4'H: 1"=50'V: 1"=5'
PROP. GRADE
EX. GRADE
HGL
-0+50 0+00 0+50 1+00
630
635
640
645
650
655
660
665
630
635
640
645
650
655
660
665
59 59A
STORM 59-59A
11' -
15"
ADS N
-
1
2
@ 2.0
0
%0+00.00 = BASE 5'INV OUT = 641.41INV IN = 646.66 (15")INV IN = 641.51 (24")0+11.44 = BaseINV OUT = 646.88TOP = 651.36DI-3B - 6'TOP = 651.35DI-3C - 6'H: 1"=50'V: 1"=5'
PROP. GRADE
EX. GRADE
HGL
-0+50 0+00 0+50 1+00 1+50
635
640
645
650
655
660
665
635
640
645
650
655
660
665
63 63A
STORM 63-63A
93' - 12" ADS N-12
@ 0.45%0+00.00 = BaseINV OUT = 643.54INV IN = 647.76 (12")INV IN = 643.64 (24")0+93.34 = BaseINV OUT = 648.18TOP = 651.67DI-3C - 6'TOP = 651.98DI-3B - 6' (SAG)H: 1"=50'V: 1"=5'
635
640
645
650
655
660
665
635
640
645
650
655
660
665
64 64A
0+00.00 = Base0+12.83 = BaseINV OUT = 645.28TOP = 651.35DI-3C - 8'TOP = 651.55DI-3B - 8'PROP. GRADE
EX. GRADE HGL
-0+50 0+00 0+50 1+00 1+50
STORM 64-64A
H: 1"=50'V: 1"=5'INV OUT = 643.88INV IN = 644.63 (15")INV IN = 643.98 (24")13' - 15"
ADS N-12
@ 5.00%
PROP. GRADE
EX . GRADE
HGL
-0+50 0+00 0+50 1+00
635
640
645
650
655
660
665
635
640
645
650
655
660
665
70 70A
STORM 70-70A0+00.00 = BaseINV OUT = 647.85INV IN = 648.50 (12")INV IN = 648.10 (15")0+37.86 = BaseINV OUT = 649.43TOP = 653.31DI-3B - 6'TOP = 653.23DI-3B - 4'H: 1"=50'V: 1"=5'W/L "D"XING38' - 12"
ADS N-12
@ 2.46%
18" MIN.
CLEAR (TYP)
PROP. GRADE
EX. GRADE
HGL
-0+50 0+00 0+50 1+00
635
640
645
650
655
660
665
635
640
645
650
655
660
665
71 71A
STORM 71-71A0+00.00 = BaseINV OUT = 648.49INV IN = 648.73 (12")INV IN = 648.74 (12")0+37.02 = BaseINV OUT = 648.92TOP = 652.72DI-3B - 6' (SAG)TOP = 652.72DI-3C - 6'H: 1"=50'V: 1"=5'W/L "D"XING37' - 12" ADS
N-12 @ 0.50%
18" MIN.
CLEAR
(TYP)15' - 18" ADS N-12 @ 1.17%
31' - 18" ADS N-12 @ 0.50%
EX. GRADE
PROP. GRADE
HGL
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
625
630
635
640
645
650
655
660
665
625
630
635
640
645
650
655
660
665
80 81 82 83 84 85 86
30' - 24"
ADS N-12
@ 0.75%
12' - 15"
ADS N-12
@ 0.75%
198' - 15"
A
D
S
N
-
1
2
@
2
.
0
7
%
17' - 12"
ADS N-12
@ 5.49%0+00.00 = EW-1 (24)INV OUT = 640.50INV IN = 640.50 (24")0+29.81 = BaseINV OUT = 640.72INV IN = 644.22 (18")0+44.51 = BaseINV OUT = 644.40INV IN = 644.50 (18")0+75.51 = BaseINV OUT = 644.65INV IN = 644.90 (15")INV IN = 645.15 (12")0+88.00 = BaseINV OUT = 644.99INV IN = 645.24 (15")2+85.60 = BaseINV OUT = 649.33INV IN = 649.58 (12")3+02.43 = NYP-18"INV OUT = 650.50TOP = 643.50TOP = 649.18DI-3B - 4'TOP = 649.15DI-3C - 6'TOP = 649.15TOP = 649.17DI-3B - 6'TOP = 653.33DI-3B - 6'TOP = 652.75NYP-18PSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSANXINGVDOT CL A1
RIP RAP DI-3C - 6'STORM 80-86
H: 1"=50'V: 1"=5'W/L "G"XING18" MIN. CLEAR (TYP)
16' - 12" ADS
N-12 @ 5.98%
PROP. GRADE
EX. GRADE
HGL
-0+50 0+00 0+50 1+00
630
635
640
645
650
655
660
630
635
640
645
650
655
660
83 83A
STORM 83-83A0+00.00 = BaseINV OUT = 644.65INV IN = 645.15 (12")INV IN = 644.90 (15")0+15.76 = NYP-18"INV OUT = 646.09TOP = 649.15DI-3C - 6'TOP = 648.59NYP-18PH: 1"=50'V: 1"=5'151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 STORM PROFILES1" = 50' (H)
1" = 5' (V)
63SCALE: 1" = 5'52.50512/03/2025
VDOT CL 1 RIP
RAP
VDOT CL 1 RIP
RAP
CULVERT TO
BE
EMBEDDED 6"
BELOW
STREAM
CHANNEL
EX GRADE
GUARDRAIL 5' SIDEWALK
PEDESTRIAN
HANDRAIL
PROP. GRADE
EX. GRADE
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50
575
580
585
590
595
600
605
610
615
620
575
580
585
590
595
600
605
610
615
620
SAN XINGCULVERT C1-C2
138' - 60
"
R
C
P
I
V
@
2
.
7
3
%
C1 C2
0+00.00 = EW-2 (60) 2:1 SlopeINV OUT = 587.50INV IN = 587.501+37.54 = EW-2 (60) 2:1 SlopeINV OUT = 591.25INV IN = 591.25TOP = 594.00TOP = 597.75H: 1"=50'V: 1"=5'
100YR WS = 605.39
10YR WS = 555.63PROPOSED GRADECOMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER
ASHTO - T-99℄ ROADVDOT CL 1 RIP
RAP
VDOT CL 1 RIP
RAP
CULVERT TO
BE
EMBEDDED 6"
BELOW
STREAM
CHANNEL
EX GRADE
GUARDRAIL 5' SIDEWALK
PEDESTRIAN
HANDRAIL
PROP. GRADE
EX. GRADE
-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50
575
580
585
590
595
600
605
610
615
620
575
580
585
590
595
600
605
610
615
620
SAN XINGCULVERT C1-C2
138' - 60
"
R
C
P
I
V
@
2
.
7
3
%
C1 C2
0+00.00 = EW-2 (60) 2:1 SlopeINV OUT = 587.50INV IN = 587.501+37.54 = EW-2 (60) 2:1 SlopeINV OUT = 591.25INV IN = 591.25TOP = 594.00TOP = 597.75H: 1"=50'V: 1"=5'
100YR WS = 605.39
10YR WS = 595.63PROPOSED GRADECOMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER
ASHTO - T-99℄ ROADWING WALL
WING WALLW/L "A"XINGRUBY ROYCE DRIVES
S
0+00
1+00
1+37.54
C2
C1 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 CULVERT COMPUTATIONS1" = 50' (H)
1" = 5' (V)
64
2 YR
10 YR
100 YR
Culvert Plan View
SCALE: 1"=20'
402001020
SCALE: 1" = 20'
12/03/2025
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
570
575
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
570
575
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
660
665
39' - 8"CL 52 DIP @ 15.00%156' -
8"
S
D
R
3
5/
2
6
@ 7.
52
%
108' -
8"
S
D
R
3
5/
2
6
@ 7.
1
4
%
266' -
8
"
S
D
R
3
5/
2
6
@
5.
0
8
%
218' -
8
"
S
D
R
3
5/
2
6
@
4.
1
0
%
EX 129
E0
E1
E2
E3
E4
10+00.00 = MH2EX INV OUT = 589.82 (18")INV IN = 590.85 (8")10+39.07 = MH1INV OUT = 596.71INV IN = 596.9111+95.18 = MH1INV OUT = 608.65INV IN = 608.8513+02.77 = MH1INV OUT = 616.53INV IN = 616.7315+68.74 = MH1INV OUT = 630.26INV IN = 630.4617+87.10 = MH1INV OUT = 639.41TOP = 611.10TOP = 611.67TOP = 619.94TOP = 628.13TOP = 642.26TOP = 651.410+32 - 4" LAT - (25')LOT 31660+67 - 4" LAT - (35')LOT 31670+77 - 4" LAT - (23')LOT 31651+08 - 4" LAT - (19')LOT 31640+25 - 4" LAT - (36')LOT 31680+54 - 4" LAT - (24')LOT 31630+77 - 4" LAT - (34')LOT 31691+05 - 4" LAT - (24')LOT 31621+27 - 4" LAT - (34')LOT 31701+58 - 4" LAT - (24')LOT 31611+78 - 4" LAT - (34')LOT 31711+88 - 4" LAT - (24')LOT 31602+29 - 4" LAT - (35')LOT 31722+53 - 4" LAT - (24')LOT 31590+12 - 4" LAT - (35')LOT 31730+15 - 4" LAT - (24')LOT 31580+65 - 4" LAT - (35')LOT 31740+67 - 4" LAT - (24')LOT 31571+17 - 4" LAT - (35')LOT 31751+15 - 4" LAT - (23')LOT 31561+67 - 4" LAT - (35')LOT 31761+61 - 4" LAT - (24')LOT 31552+18 - 4" LAT - (35')LOT 3177EX INV IN = 590.02 (18")EXISTING FW
FACILITIES TO BE
ADJUSTED TO GRADE
CORE DRILL, BOOT, &
RESHAPE INVERT BY
CONTRACTOR
STORMXINGSTORMXINGSANITARY EX. 129 - E4
H: 1"=50'V: 1"=5'EX. TOP = 599.50COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99
RESTRAINED
JOINTS (TYP)
PROP. GRADE
EX. GRADE
18" MIN.
CLEAR
(TYP)SANITARY SEWER PROFILES151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.505101" = 50' (H)
1" = 5' (V)
65
12/03/2025
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
615
620
625
630
635
640
645
650
655
660
665
670
615
620
625
630
635
640
645
650
655
660
665
670
186' -
8
"
S
D
R
3
5/
2
6
@
4.
5
2
%
322' - 8" SD
R
3
5
/
2
6
@
1
.
8
3
%
B30
B31
B32
10+00.00 = MH1INV OUT = 635.17INV IN = 635.3711+86.32 = MH1INV OUT = 643.78INV IN = 643.9815+08.53 = MH1INV OUT = 649.89TOP = 647.71TOP = 651.98TOP = 658.261+68 - 4" LAT - (24')LOT 30601+38 - 4" LAT - (35')LOT 31791+34 - 4" LAT - (24')LOT 30591+08 - 4" LAT - (35')LOT 31801+04 - 4" LAT - (24')LOT 30580+78 - 4" LAT - (24')LOT 30570+55 - 4" LAT - (35')LOT 31810+48 - 4" LAT - (24')LOT 30560+18 - 4" LAT - (24')LOT 30551+86 - 4" LAT - (24')LOT 30611+86 - 4" LAT - (35')LOT 31783+00 - 4" LAT - (24')LOT 30682+91 - 4" LAT - (35')LOT 31492+77 - 4" LAT - (24')LOT 30672+61 - 4" LAT - (35')LOT 31502+47 - 4" LAT - (24')LOT 30662+31 - 4" LAT - (35')LOT 31512+17 - 4" LAT - (24')LOT 30652+01 - 4" LAT - (35')LOT 31521+87 - 4" LAT - (24')LOT 30641+71 - 4" LAT - (35')LOT 31531+57 - 4" LAT - (24')LOT 30631+41 - 4" LAT - (35')LOT 31541+27 - 4" LAT - (24')LOT 30623+22 - 4" LAT - (35')LOT 3148SANITARY B30 - B32
H: 1"=50'V: 1"=5'
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99
RESTRAINED JOINTS (TYP)W/L "A"XINGPROP. GRADE
EX. GRADE 18" MIN.
CLEAR
(TYP)
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
625
630
635
640
645
650
655
660
665
670
625
630
635
640
645
650
655
660
665
670
230' - 8" SDR
3
5
/
2
6
@
1
.
4
0
%
B19
B35
10+00.00 = MH1INV OUT = 641.61INV IN = 641.8112+30.03 = MH1INV OUT = 645.03TOP = 650.84TOP = 654.190+36 - 4" LAT - (19')LOT 30010+47 - 4" LAT - (32')LOT 30540+69 - 4" LAT - (19')LOT 30020+73 - 4" LAT - (32')LOT 30530+93 - 4" LAT - (19')LOT 30031+03 - 4" LAT - (32')LOT 30521+17 - 4" LAT - (19')LOT 30041+37 - 4" LAT - (32')LOT 30511+39 - 4" LAT - (19')LOT 30051+65 - 4" LAT - (19')LOT 30061+63 - 4" LAT - (32')LOT 30501+83 - 4" LAT - (19')LOT 30071+97 - 4" LAT - (32')LOT 30492+20 - 4" LAT - (32')LOT 30482+30 - 4" LAT - (19')LOT 3008STORMXINGSANITARY B19 - B35
H: 1"=50'V: 1"=5'
PROP. GRADE
EX. GRADE
18" MIN.
CLEAR
(TYP)SANITARY SEWER PROFILES151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.505101" = 50' (H)
1" = 5' (V)
66
SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.5051012/03/2025
10+00.00 = MH1INV OUT = 571.84 (18")INV IN = 572.87 (8")INV IN = 572.04 (18")CORE DRILL,
BOOT, &
RESHAPE OF
INVERT BY
CONTRACTOR
CONCRETE
ANCHORS @
36' SPACING
+36+72+08STEEP PIPE
CONNECTION
REQUIRED
1' PIPE
EXT.
TYP.
11 1/2 ° BEND
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
560
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
560
565
570
575
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
139' - 8" CL 52 DIP @ 29.75%155' -
8"
S
D
R
3
5/
2
6
@
6.
2
0
%
68' - 8"
SDR 35/26 @ 0.67%
64' - 8"
SDR 3
5
/
2
6
@ 3.3
3
%
EX 127
F1
F2
F3
F4
11+38.55 = MH1INV OUT = 614.09INV IN = 614.2912+93.33 = MH1INV OUT = 623.88INV IN = 624.0813+61.54 = MH1INV OUT = 624.54INV IN = 624.7414+25.75 = MH1INV OUT = 626.88INV IN = 627.08TOP = 584.64TOP = 622.09TOP = 635.88TOP = 637.29TOP = 639.161+27 - 4" LAT - (19')LOT 31340+59 - 4" LAT - (31')LOT 31350+68 - 4" LAT - (18')LOT 31360+41 - 4" LAT - (20')LOT 3137SANITARY EX. 127 - F4
H: 1"=50'V: 1"=5'
PROP. GRADE
EX. GRADE
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
605
610
615
620
625
630
635
640
645
650
655
660
354' - 8" SD
R
3
5
/
2
6
@
1
.
8
1
%
65' - 8"
SDR 35/26
@ 0.53%
346' - 8" SDR 35/26 @ 0.50%
F4
F5 F6
10+00.00 = MH1INV OUT = 626.88INV IN = 627.0813+53.62 = MH1INV OUT = 633.47INV IN = 633.67INV IN = 633.6714+18.23 = MH1INV OUT = 634.01INV IN = 634.21TOP = 639.16TOP = 649.78TOP = 650.190+25 - 4" LAT - (34')LOT 31330+30 - 4" LAT - (23')LOT 31380+76 - 4" LAT - (34')LOT 31320+81 - 4" LAT - (23')LOT 31391+27 - 4" LAT - (34')LOT 31311+32 - 4" LAT - (23')LOT 31401+83 - 4" LAT - (23')LOT 31412+34 - 4" LAT - (23')LOT 31422+85 - 4" LAT - (23')LOT 31433+30 - 4" LAT - (23')LOT 31440+65 - 4" LAT - (20')LOT 31030+44 - 4" LAT - (30')LOT 31300+47 - 4" LAT - (21')LOT 31050+55 - 4" LAT - (31')LOT 31290+71 - 4" LAT - (21')LOT 31060+79 - 4" LAT - (30')LOT 31280+97 - 4" LAT - (20')LOT 31071+03 - 4" LAT - (31')LOT 31271+10 - 4" LAT - (20')LOT 31081+27 - 4" LAT - (31')LOT 31261+34 - 4" LAT - (20')LOT 31091+50 - 4" LAT - (31')LOT 31251+75 - 4" LAT - (31')LOT 31241+93 - 4" LAT - (19')LOT 31102+18 - 4" LAT - (19')LOT 31112+35 - 4" LAT - (32')LOT 31232+48 - 4" LAT - (19')LOT 31122+63 - 4" LAT - (33')LOT 31222+78 - 4" LAT - (19')LOT 31132+91 - 4" LAT - (33')LOT 31210+23 - 4" LAT - (21')LOT 3104SANITARY F4 - F14
H: 1"=50'V: 1"=5'STORMXINGSTORMXINGSTORMXINGSTORMXINGW/L "C"XINGPROP. GRADE
EX. GRADE
18" MIN.
CLEAR
(TYP)SANITARY SEWER PROFILES151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 50' (H)
1" = 5' (V)
67
SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.50510SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.50510MATCH LINE - SEE SHEET 6812/03/2025
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00
665
670
605
610
615
620
625
630
635
640
645
650
655
660
665
670
174' - 8" SDR 35/26 @ 0.50%
62' - 8"
SDR 35/26
@ 0.50%
60' - 8"
SDR 35/26
@ 0.50%
158' - 8" SDR 35/26 @ 0.51%
283' - 8" SDR 35/26 @ 0.50%
297' - 8" SDR 35/26 @ 0.50%
338' - 8" SDR 3
5
/
2
6
@
1
.
2
9
%
F7
F8
F9 F10
F11
F12 F13
F14
17+64.23 = MH1INV OUT = 635.94INV IN = 636.14INV IN = 636.1419+38.35 = MH1INV OUT = 637.01INV IN = 637.2120+00.18 = MH1INV OUT = 637.52INV IN = 637.72INV IN = 637.7220+60.67 = MH1INV OUT = 638.02INV IN = 638.2222+19.09 = MH1INV OUT = 639.03INV IN = 639.23INV IN = 639.2325+01.80 = MH1INV OUT = 640.64INV IN = 640.84INV IN = 640.8427+98.96 = MH1INV OUT = 642.33INV IN = 642.5331+36.59 = MH1INV OUT = 646.89INV IN = 646.89TOP = 648.96TOP = 650.49TOP = 651.13TOP = 651.48TOP = 652.95TOP = 651.64TOP = 651.98TOP = 654.76LOT 31112+35 - 4" LAT - (32')LOT 31232+48 - 4" LAT - (19')LOT 31122+63 - 4" LAT - (33')LOT 31222+78 - 4" LAT - (19')LOT 31132+91 - 4" LAT - (33')LOT 31213+46 - 4" LAT - (23')LOT 31150+51 - 4" LAT - (23')LOT 31140+60 - 4" LAT - (19')LOT 30810+33 - 4" LAT - (22')LOT 30800+35 - 4" LAT - (30')LOT 30900+60 - 4" LAT - (22')LOT 30790+65 - 4" LAT - (30')LOT 30910+95 - 4" LAT - (31')LOT 30921+03 - 4" LAT - (21')LOT 30781+25 - 4" LAT - (31')LOT 30931+54 - 4" LAT - (32')LOT 30942+67 - 4" LAT - (32')LOT 30382+61 - 4" LAT - (19')LOT 30232+39 - 4" LAT - (19')LOT 30242+35 - 4" LAT - (32')LOT 30372+13 - 4" LAT - (19')LOT 30252+05 - 4" LAT - (32')LOT 30361+79 - 4" LAT - (32')LOT 30351+83 - 4" LAT - (19')LOT 30261+14 - 4" LAT - (32')LOT 30340+83 - 4" LAT - (32')LOT 30330+61 - 4" LAT - (32')LOT 30322+85 - 4" LAT - (19')LOT 30222+97 - 4" LAT - (32')LOT 30393+15 - 4" LAT - (19')LOT 30102+91 - 4" LAT - (19')LOT 30112+72 - 4" LAT - (19')LOT 30122+63 - 4" LAT - (32')LOT 30472+47 - 4" LAT - (19')LOT 30132+36 - 4" LAT - (32')LOT 30462+32 - 4" LAT - (19')LOT 30142+06 - 4" LAT - (32')LOT 30451+76 - 4" LAT - (32')LOT 30441+72 - 4" LAT - (19')LOT 30151+62 - 4" LAT - (19')LOT 30161+44 - 4" LAT - (32')LOT 30431+36 - 4" LAT - (19')LOT 30171+16 - 4" LAT - (32')LOT 30421+12 - 4" LAT - (19')LOT 30180+88 - 4" LAT - (19')LOT 30190+84 - 4" LAT - (32')LOT 30410+64 - 4" LAT - (19')LOT 30200+27 - 4" LAT - (32')LOT 30400+09 - 4" LAT - (19')LOT 30213+38 - 4" LAT - (20')LOT 3009SANITARY F4 - F14
H: 1"=50'V: 1"=5'STORMXINGSTORMXINGSTORMXINGSTORMXINGSTORMXINGSTORMXINGCOMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99
RESTRAINED
JOINTS (TYP)
RESTRAINED
JOINTS (TYP)
660
W/L "B"XINGW/L "E"XINGW/L "F"XINGW/L "G"XINGPROP. GRADE
EX. GRADE
18" MIN.
CLEAR
(TYP)
18" MIN.
CLEAR
(TYP)SANITARY SEWER PROFILES151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 50' (H)
1" = 5' (V)
68
SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.50510MATCH LINE - SEE SHEET 6712/03/2025
9+00 9+50 10+00 10+50 11+00 11+50 12+00
620
625
630
635
640
645
650
655
660
665
620
625
630
635
640
645
650
655
660
665
128' -
8"
S
D
R
3
5/
2
6
@
6.
2
8
%
F5
F15
10+00.00 = MH1INV OUT = 633.47INV IN = 633.67INV IN = 633.6711+27.77 = MH1INV OUT = 641.70INV IN = 641.70TOP = 649.78TOP = 654.200+33 - 4" LAT - (23')LOT 31450+84 - 4" LAT - (23')LOT 31461+28 - 4" LAT - (23')LOT 3147SANITARY F5 - F15
H: 1"=50'V: 1"=5'STORMXINGPROP. GRADE
EX. GRADE
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
615
620
625
630
635
640
645
650
655
660
615
620
625
630
635
640
645
650
655
660
191' - 8" SDR 35/26 @ 0.50%
55' - 8"
SDR 35/26
@ 0.50%
F7
F16
F17
10+00.00 = MH1INV OUT = 635.94INV IN = 636.14INV IN = 636.1411+91.12 = MH1INV OUT = 637.10INV IN = 637.3012+46.05 = MH1INV OUT = 637.57INV IN = 637.57TOP = 648.96TOP = 646.17TOP = 644.931+70 - 4" LAT - (21')LOT 31181+19 - 4" LAT - (20')LOT 31170+68 - 4" LAT - (19')LOT 31160+00 - 4" LAT - (23')LOT 31150+24 - 4" LAT - (21')LOT 31190+55 - 4" LAT - (19')LOT 3120STORMXINGSANITARY F7 - F17
H: 1"=50'V: 1"=5'
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99
RESTRAINED
JOINTS (TYP)
PROP. GRADE
EX. GRADE
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
620
625
630
635
640
645
650
655
660
665
620
625
630
635
640
645
650
655
660
665
47' - 8"SDR 35/26 @ 8.42
%
236' - 8" SD
R
3
5
/
2
6
@
1
.
8
2
%
F9
F18
F19
10+00.00 = MH1INV OUT = 637.52INV IN = 637.72INV IN = 637.7210+46.95 = MH1INV OUT = 641.67INV IN = 641.8712+82.60 = MH1INV OUT = 646.15INV IN = 646.15TOP = 651.13TOP = 651.67TOP = 654.380+14 - 4" LAT - (38')LOT 30820+47 - 4" LAT - (19')LOT 30830+28 - 4" LAT - (21')LOT 30840+81 - 4" LAT - (21')LOT 30851+09 - 4" LAT - (21')LOT 30861+62 - 4" LAT - (21')LOT 30871+90 - 4" LAT - (20')LOT 30882+36 - 4" LAT - (21')LOT 3089SANITARY F9 - F19
H: 1"=50'V: 1"=5'
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99
RESTRAINED
JOINTS (TYP)
EX. GRADE
PROP. GRADE
SANITARY SEWER PROFILES151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 50' (H)
1" = 5' (V)
69
SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.50510SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.50510SCALE: 1" = 50'
50 25 0 50 100SCALE: 1" = 5'52.5051012/03/2025
9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
615
620
625
630
635
640
645
650
655
660
665
615
620
625
630
635
640
645
650
655
660
665
315' - 8
"
S
D
R
3
5
/
2
6
@
3
.
3
1
%
F11
F20
10+00.00 = MH1INV OUT = 639.03INV IN = 639.23INV IN = 639.2313+15.11 = MH1INV OUT = 649.64INV IN = 649.64TOP = 652.95TOP = 657.490+21 - 4" LAT - (32')LOT 30950+59 - 4" LAT - (20')LOT 30770+88 - 4" LAT - (32')LOT 30960+93 - 4" LAT - (20')LOT 30761+16 - 4" LAT - (20')LOT 30751+08 - 4" LAT - (32')LOT 30971+34 - 4" LAT - (32')LOT 30981+56 - 4" LAT - (32')LOT 30991+77 - 4" LAT - (20')LOT 30741+80 - 4" LAT - (32')LOT 31002+04 - 4" LAT - (32')LOT 31012+09 - 4" LAT - (20')LOT 30732+25 - 4" LAT - (32')LOT 31022+39 - 4" LAT - (20')LOT 30722+69 - 4" LAT - (21')LOT 30712+99 - 4" LAT - (23')LOT 30703+15 - 4" LAT - (24')LOT 3069EX. GRADE
PROP. GRADE
SANITARY F11 - F20
H: 1"=50'V: 1"=5'
-9+00 -9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
625
630
635
640
645
650
655
660
665
625
630
635
640
645
650
655
660
665
177' - 8
"
S
D
R
3
5
/
2
6
@
3
.
1
2
%
F12 F21
10+00.00 = MH1INV OUT = 640.64INV IN = 640.84INV IN = 640.8411+77.00 = MH1INV OUT = 646.35TOP = 651.64TOP = 654.6010+65 = 4" LAT - (32')LOT 303110+95 = 4" LAT - (32')LOT 303011+25 = 4" LAT - (32')LOT 302911+55 = 4" LAT - (32')LOT 302811+77 = 4" LAT - (32')LOT 3027SANITARY F12 - F21
H: 1"=50'V: 1"=5'SANITARY SEWER PROFILES151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA1" = 50' (H)
1" = 5' (V)
70
SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.50510SCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.5051012/03/2025
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASTORM SEWER COMPUTATIONSNOT TO SCALE
71
12/03/2025
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
660
580
585
590
595
600
605
610
615
620
625
630
635
640
645
650
655
660
CULVERTXINGSTM XINGCOMPACT FILL TO 95% MAXIMUM
DRY DENSITY PER ASHTO - T-99
0+00.00 =CONNECTION TO EXISTINGWATERLINE. CONTRACTOR TO FIELDVERIFY EXISTING CONDITIONS PRIORTO CONSTRUCTION12"x8" TEE, 1-12" G.V., 2-8" G.V.PROP GRADE
EX GRADE
4' MIN.
DEPTH
4' MIN.
DEPTH
(TYP)22+49.28 = 12+72.46 WATERLINE "C"12"x8" TEE, 1-12" G.V., 2-8" G.V.INV. = 649.1612" DIP CL-52
12" DI
P
C
L-
5
2
12" DIP CL-52SAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSANXINGSTM XINGSTM XINGEX GRADE
RESTRAINT JOINT
(TYP.)
RESTRAINT JOINT
(TYP.)
PROP GRADE
PROP GRADE
WATERLINE "D" (RUBY ROYCE DRIVE) PROFILE
H: 1"=50'V: 1"=5'12+57.63 = FH ASS'Y19+48.61 = AIR RELEASEVACUUM VALVE19+67.11 = 12+50.32 WATERLINE "B"12"x8" TEE, 1-12" G.V., 2-8" G.V.INV. (8") = 648.0522+02.67 = FH ASS'YSTM XING18" MIN.
CLEAR
(TYP)
18" MIN. CLEAR (TYP)
18" MIN.
CLEAR
(TYP)
18" MIN.
CLEAR
(TYP)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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 WATERLINE PROFILES1" = 50' (H)
1" = 5' (V)
72SCALE: 1" = 5'52.50512/03/2025
WATERLINE "B" (GRANITE RIDGE DRIVE) PROFILE WATERLINE "B" (DAFFODIL DRIVE) PROFILE
H: 1"=50'V: 1"=5'
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50625
630
635
640
645
650
655
660
665
670
RESTRAINT JOINT
(TYP.)
4' MIN.
DEPTH
4' MIN.
DEPTH
RESTRAINT JOINT
(TYP.)
RESTRAINT JOINT
(TYP.)
8" DIP C
L
-
5
2
8" DIP CL-
5
2
8" DIP CL-52
45° BEND22.5° BEND45° BEND11.25° BEND13+11.45 = FH ASS'Y15+48.51 = FH ASS'Y18+21.83 = FH ASS'Y20+18.52 = FH ASS'YCOMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99SAN LATXINGSTM XINGSTM XINGSTM XINGSAN XINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LAT XINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXING45° VERT BEND10+00.00 =CONNECTION TOEXISTING WATERLINE.CONTRACTOR TO FIELD VERIFYEXISTING CONDITIONS PRIOR TOCONSTRUCTION8"x8" TEE, 3-8" G.V.45° VERT.BEND45° VERT.BEND1-8" GVEX. STM XING12+50.32 = 19+67.11 WATERLINE "D"12"x8" CROSS, 1-12" G.V., 2-8" G.V.INV. = 648.8616+04.04 = 10+00.00 WATERLINE "A"8"x8" TEE, 3-8" G.V.INV. = 651.2123+24.36 = 13+80.49 WATERLINE "G"8"x8" TEE, 3-8" G.V.INV. = 643.8719+00.20 = 10+00.00 WATERLINE "E"8"x8" TEE, 3-8" G.V.INV. = 647.9518" MIN. CLEAR
(TYP)
18" MIN. CLEAR
(TYP)
18" MIN.
CLEAR
(TYP)
4' MIN.
DEPTH
14+76.23 = AIR RELEASEVACUUM VALVE20+97.18 = 10+00.00 WATERLINE "F"12"x 8" TEE, 2-12" G.V., 1-8" G.V.INV. = 645.7918" MIN.
CLEAR (TYP)
PROP GRADE
EX GRADE
4' MIN.
COVER
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50620
625
630
635
640
645
650
655
660
620
625
630
635
640
645
650
655
660
WATERLINE "A" (CARRICK BEND WAY) PROFILE
8"
D
I
P
C
L
-
5
2
8" DIP C
L
-
5
2
H: 1"=50'V: 1"=5'10+00.00 = 16+04.04 WATERLINE "B"8"x 8" TEE, 3-8" G.V.INV. = 651.21STORMXINGSTORMXINGSTORMXINGSTORMXINGSAN XING SAN LATXINGSAN LATXINGSAN LATXING45° BEND 13+10.04 = 10+00.00 WATERLINE "G"8"x 8" TEE, 3-8" G.V.INV. = 641.5217+24.01 = FH ASS'Y11.25° BEND 8"x6" REDUCER1-6" G.V.18" MIN.
CLEAR
(TYP)
18" MIN.
CLEAR (TYP)
WATERLINE "B" (DAFFODIL DRIVE) PROFILE
H: 1"=50'V: 1"=5'
23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50625
630
635
640
645
650
655
660
665
670
18" MIN.
CLEAR
EX. GRADE
4' MIN.
DEPTH
RESTRAINT JOINT
(TYP.)
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99
8" DIP CL-52
45° BEND45° BEND26+00.32 = FH ASS'YSTORMXINGSAN XING8"x6" REDUCER1-6" G.V.23+24.36 = 13+80.49 WATERLINE "G"8"x8" TEE, 3-8" G.V.INV. = 643.87151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 WATERLINE PROFILESMATCH LINE - SEE BELOWMATCH LINE - SEE ABOVE1" = 50' (H)
1" = 5' (V)
73SCALE: 1" = 5'52.50512/03/2025
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50625
630
635
640
645
650
655
660
625
630
635
640
645
650
655
660
WATERLINE "G" (COACHMAN LANE) PROFILE
H: 1"=50'V: 1"=5'STORMXINGSTORMXINGSAN LATXINGSAN LATXINGSAN LATXINGCOMPACT FILL TO 95%
MAXIMUM DRY
DENSITY PER ASHTO -
T-99
PROP GRADE
EX GRADE
RESTRAINT JOINT
(TYP.)10+45.75 = FH ASS'Y8" DIP CL-52
SAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXING12+15.08 =FH ASS'Y10+00.00 = 13+10.04 WATERLINE "A"8"x 8" TEE, 3-8" G.V.INV. = 641.5223+24.36 = 13+80.49 WATERLINE "B"8"x8" TEE, 3-8" G.V.INV. = 643.874' MIN. COVER
18" MIN.
CLEAR
(TYP)
18" MIN.
CLEAR
(TYP)
18" MIN.
CLEAR
(TYP)
4' MIN.
COVER
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99
PROP GRADE
EX GRADE
RESTRAINT JOINT
(TYP.)
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50630
635
640
645
650
655
660
630
635
640
645
650
655
660
WATERLINE "F" (GRANITE RIDGE DRIVE) PROFILE
8" DIP CL-52
H: 1"=50'V: 1"=5'SAN XING 10+00.00 = 20+97.18 WATERLINE "B"12"x 8" TEE, 2-12" G.V., 1-8" G.V.INV. = 645.7913+12.91 = FH ASS'Y22.5° BEND11.25° BEND45° BEND8"x6" REDUCER1-6" G.V.630
WATERLINE "E" (CHELMSFORD WAY) PROFILE
H: 1"=50'V: 1"=5'
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50
635
640
645
650
655
630
635
640
645
650
655
10+00.00 = 19+00.20 WATERLINE "B"12"x8" TEE, 2-12" G.V., 1-8" G.V.INV. = 647.95SAN XING STORM XINGW/ CONC. ARCH12+87.53 = 19+09.87 WATERLINE "C"8"x 8" TEE, 3-8" G.V.INV. = 646.788" DIP CL-52
4' MIN.
COVER
PROP GRADE
EX GRADE RESTRAINT JOINT
(TYP.)
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-9945° BEND45° BEND6" MIN.
CLEAR
(TYP)
4' MIN.
COVER
4' MIN.
COVER
18" MIN.
CLEAR
18" MIN
CLEAR
COMPACT FILL TO 95%
MAXIMUM DRY DENSITY
PER ASHTO - T-99
PROP GRADE
EX GRADE
PROP GRADE
EX GRADE
RESTRAINT JOINT
(TYP.)
WATERLINE "C" (PENGUIN CREST DRIVE) PROFILE
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
8" DIP
C
L
-
5
2
8" DIP CL-52
8" DIP CL-5
2
630
640
645
650
655
635
660
630
635
640
645
650
655
660
H: 1"=50'V: 1"=5'STORMXING19+09.87 = 12+87.53 WATERLINE "E"8"x 8" TEE, 3-8" G.V.INV. = 646.7812+72.45 = 22+49.28 WATERLINE "D"12"x 8" TEE, 1-12" G.V., 2-8" G.V.INV. 649.9810+00.00 = CONNECT TOEXISTING AA2 WATERLINE13+55.00 = AIR RELEASEVACUUM VALVESTORM XINGW/ CONC. ARCHSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN XING 18" MIN.
CLEAR
(TYP)SAN LATXINGSAN LATXINGSAN LATXINGSAN LATXINGSAN LATXING10+27.71 = FH ASS'Y18+71.64 = FH ASS'YSAN LATXING1-8" GVSTUB W/ FLUSHING ASS'Y1-8" GV6" MIN.
CLEAR
(TYP)45° VERT BEND45° VERT BEND151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 WATERLINE PROFILES1" = 50' (H)
1" = 5' (V)
74SCALE: 1" = 5'52.50512/03/2025
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAWATER MODEL1" = 50' (H)
1" = 5' (V)
75
12/03/2025
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAVDOT DETAILSSection 2C.66 Object Markers for Ends of Roadways
Support:
01 The Type 4 object marker is used to warn and alert road users of the end of a roadway in other than
construction or maintenance areas.
Standard:
02 If an object marker is used to mark the end of a roadway, a Type 4 object marker shall be used.
Option:
03 The Type 4 object marker may be used in instances where there are no alternate vehicular paths.
04 Where conditions warrant, more than one marker, or a larger marker with or without a Type 3 Barricade
(see Section 2B.67), may be used at the end of the roadway.
Standard:
05 The minimum mounting height, measured vertically from the bottom of a Type 4 object marker to the
elevation of the near edge of the traveled way, shall be 4 feet.
Guidance:
06 Appropriate advance warning signs in this Chapter should be used.
NOT TO SCALE
76
12/03/2025
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAVDOT DETAILSNOT TO SCALE
77
12/03/2025
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAVDOT DETAILSNOT TO SCALE
78
12/03/2025
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAVDOT DETAILS**ALL INLETS BEING INSTALLED WITH
ROLL TOP CURB SHALL BE
MANUFACTURED WITH ALTERNATE
MOUNTABLE CURB NOSE
DI-3 W / ROLLTOP CURB
N.T.S.
6/7/18
VER #1
6"
STD. DI-3
PRECAST TOP
W / MOUNTABLE
CURB NOSE
STD. ROLLTOP
CURB
1'
BACK OF
CURB
FACE OF
CURB
2" LOCAL
DEPRESSION
FACE
BLOCK
STD. DI-3
PRECAST TOP
W / MOUNTABLE
CURB NOSE
FACE OF
CURB
2'
2" LOCAL
DEPRESSION
STD. ROLLTOP
CURB
WARP
CURB LINE
TO MATCH
NOSE
RTC ROLLTOP CURB
N.T.S.
6/6/18
VER 1
PAVEMENT
2'
11"9"
NOTES:
1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-6
2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT
3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CLASS A4 IF PRECAST
1'R=1.25'
R=1.5'
6"
1'
FACE OF CURB
1.5'2"
INVERT LINE
MODIFIED VDOT MH-1 FOR RISER STRUCTURES
VARIES
VARIES
RIM
TYPICAL TRASH RACK
BY PLASTIC
SOLUTIONS OR
APPROVED
EQUIVALENT
SUPPLIER MAY MODIFY STRUCTURAL ELEMENTS IF
APPROVED BY PROFESSIONAL ENGINEER, 6" FOOTER
OVERHANG TO BE MAINTAINED
NOT TO SCALE
79
12/03/2025
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAFREDERICK WATER DETAILSL = restrained length of pipe (PVC or DIP)
HORIZONTAL BEND
45°, 22 1/2°, 11 1/4°
D 6" 8" 12" 16" 18" 20" 24"
L (ft) 20 20 20 20 20 20 20 L TEE, CROSS, WYE
any joint that falls within the specified length of
each branch of the fitting shall be restrained.
In addition to restraining each joint of the fitting,
D = pipe diameter
L
LL
L-2-
TEE, CROSS, WYE AND HORIZONTAL BEND
RESTRAINED JOINTS FOR
D 6" 8" 12" 16" 18" 20" 24"
L (ft) 60 60 100 120 120 140 160
DD
D
L = restrained length of pipe (PVC or DIP)
D = pipe diameter
FEB 09
Both joints of the fitting shall be restrained. In addition, all joints within
the specified length on the large side of the reducer shall be restrained.
REDUCER
L
L (ft) 60 60 100 120 120 140 160
D 6" 8" 12" 16" 18" 20" 24"
L
falls within the specified length shall be restrained.
In addition to restraining the connection, any joint that
VALVE, DEAD END
L
8" 12" 16" 18" 20" 24"
8" -- 60 80 100 120 140
D1
12" -- -- 60 80 100 120
16" -- -- -- 40 60 100
18" -- -- -- -- 40 80
20" -- -- -- -- -- 60
-3-
GATE VALVE AND DEAD END
RESTRAINED JOINTS FOR REDUCER,
6" 40 60 100 120 120 140
D2D1
L
D
L = restrained length of
D = pipe diameter
pipe (PVC or DIP)
L (ft)
D2
L = restrained length of
D = pipe diameter
pipe (PVC or DIP)
FEB 09
L
u LdLu = up bend restrained lengthof pipe (PVC or DIP)
up bend
depth
depth 4 ft. min.
down bend Ld = down bend restrained length of pipe (PVC or DIP)
finished grade
Lu
Ld
-4-
VERTICAL OFFSET
RESTRAINED JOINTS FOR
45° Ld (ft) 20 40 60 80
Lu (ft) 20 20 20 20
Each side of any vertical offset
bend shall be restrained. In
addition, any joint that falls within
the specified length on each side
of the fitting shall be restrained.
D 6" 8" & 12" 16", 18" & 20" 24"
22 1/2° Ld (ft) 20 20 40 40
Lu (ft) 20 20 20 20
D 6" 8" & 12" 16", 18" & 20" 24"
11 1/4° Ld (ft) 20 20 20 20
Lu (ft) 20 20 20 20
D 6" 8" & 12" 16", 18" & 20" 24"
D
D = pipe diameter
FEB 09
48" min.
6" stone
valve restrained to main
6", 8" and 12"
16", 18", 20" and 24"
screw type adjustable
valve box
8"x 8"x 16"
solid block
60" min.
over-excavation
18" to 24"
concrete pad 18" dia. x 6" deep finished grade
concrete pad 18" dia. x 6" deep finished grade
Water Forced Sewer
24" min.
screw type adjustable valve box
Note: valve shall
be spur gear
type
6" stone
8"x 8"x 16"
solid block
valve
restrained
to main
screw type
adjustable
valve box
concrete pad 18"
dia. x 6" deep
8"x 8"x 16" solid block
for 12" valve
Note: valve shall
be bevel gear
type
GATE VALVE
stone
joint
restraintsstone
valve restrained
to main
48" min.
6" stone
location marker
-5- APR 09
valve box
adaptor
valve box
adaptor
valve box
adaptor
6"
exterior of all sections to
have waterproof coating
3/4" x 2" butyl
joint sealant
24" min. in undeveloped areas
square skid pad 6"
thick around
manhole frame in
developed areas
finished
grade
finished
grade
3/4" concrete anchor
bolts (4 each)
STANDARD MANHOLE
adjustment rings
(11" max.)
steel reinforced
polypropylene steps
24" min.
clear opening
6. There shall be a 0.20 foot drop in elevation through the manhole.
3/4 dia.
6" stone
1'-6"
35" max.
12" or 16" (typ.)
6" stone
4'-0"
variable
3'-0" min.
4'-0" max.
8"
1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.
2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of
water proofing.
3. Final slope adjustment of manhole frame shall be by shims and non-shrink grout.
4. Skid pad to be placed around manholes located in shoulders of roads.
5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height.
NOTES :
5"pipe to manhole
connection to be
by flexible sleeve
top of bench to be
same elevation as top
of pipe
1" nominal size butyl
joint sealant to be
applied on lower
ledge of joint
top of manhole at grade in pavement areas
unless otherwise directed (top shall be set 24"
min. above grade in undeveloped areas)
invert channel to provide a
smooth transition in to out,
for all connections
precast invert or
grout bottom to
form channel
joint gasket shall be
either o-ring or profile
concrete ASTMC-150
4000 psi
2'-0" max.
-15- FEB 09
NOT TO SCALE
80
12/03/2025
WWWWWW
WWWWWWWWWWWWWW W W
GRANITE RIDGE DR.(PRIVATE)RUBY ROYCE DRIVE(PRIVATE)CARRICK BEND WAY(PRIVATE)COACHMAN LANE
(PRIVATE)DAFFODIL DRIVE(PRIVATE)RUBY ROYCE DRIVE(PRIVATE)CARRICK BEND WAY(PRIVATE)PROP. HYDRANT
& SIGN TYPE "D"
PROP. HYDRANT
& SIGN TYPE "D"
PROP. HYDRANT
& SIGN TYPE "D"
PROP. HYDRANT
& SIGN TYPE "A"
DEAD END STRIPING
(SEE DETAIL)
SIGN TYPE "C"
SIGN TYPE "C"
SIGN TYPE "C"
SIGN TYPE "C"
SIGN TYPE "D"
SIGN TYPE "D"
PROP. HYDRANT
& SIGN TYPE "A"
PROP. HYDRANT
& SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
TYPE B CLASS I, YELLOW PAVEMENT
MARKING, 12" WIDE AT 5' SPACING.
TYPE B, CLASS I YELLOW PAVEMENT
MARKING, 6" WIDTH, LENGTH AS
SHOWN ON PLAN (SOLID)
DEAD END STRIPING
DETAIL
CURB STENCIL
DETAIL - NTS
FIRE LANE NO PARKING
BLACK TRAFFIC GRADE PAINTED FIRE
LANE STENCILING, MINIMUM LETTER
HEIGHT 3 INCHES WITH A MINIMUM 12"
STROKE, SPACED EVERY 25 FEET
FACE OF CURB AND GUTTER/
TOP OF ROLLED CURB OR
6" EDGE OF PAVEMENT STRIPE
1206003060
SCALE: 1" 60'151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIALIFE SAFETY PLAN
THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY
NOTES:
1.FIRE APPARATUS ACCESS ROAD GATES SHALL COMPLY WITH D103.5 OF THE FREDERICK
COUNTY FIRE PREVENTION CODE APPENDIX D FIRE APPARATUS ACCESS ROADS
2.BOLLARDS SHALL COMPLY WITH FREDERICK WATER BOLLARD DETAIL. SEE SHEET 80.
3.ALL LOCKING DEVICE SPECIFICATIONS SHALL BE SUBMITTED FOR APPROVAL BY THE
FIRE CODE OFFICIAL
4.ALL SECURITY GATES SHALL OPEN THE FULL WIDTH OF FIRE DEPARTMENT ACCESS AND
LOCKING DEVICES ON MANUAL GATES SHALL BE OF THE KNOX TYPE (FREDERICK
COUNTY, VA KEYED).
MATCHLINE SEE SHEET 82
1" 60'
81
12/03/2025
WWWWWW WW W W W W W W W W W
AR
V
ARV WWWWWARV
W W W W W W W W W W W W W W W W W WWWW W W
GRANITE RIDGE DR.(PRIVATE)PENGUIN CREST DR.
(PRIVATE)
COACHMAN LANE
(PRIVATE)
PENGUIN CREST DR.
(PRIVATE)
GRANITE RIDGE DR.
(PRIVATE)DAFFODIL DRIVE(PRIVATE)CHELMSFORD WAY(PRIVATE)RUBY ROYCE DRIVE(PRIVATE)SECTION AA-3FUTURE SECTION AA-4GRANITE RIDGE DR.
(PRIVATE)
PROP. HYDRANT
& SIGN TYPE "D"
PROP. HYDRANT
& SIGN TYPE "D"
PROP. HYDRANT
& SIGN TYPE "D"PROP. HYDRANT &
SIGN TYPE "D"
PROP. HYDRANT
& SIGN TYPE "D"
PROP. HYDRANT
& SIGN TYPE "D"
PROP. HYDRANT
& SIGN TYPE "D"
DEAD END STRIPING
(SEE DETAIL)
SIGN TYPE "D"
SIGN TYPE "C"
SIGN TYPE "A"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "A"
SIGN TYPE "C"
SIGN TYPE "D"
SIGN TYPE "C"
SIGN TYPE "A"
SIGN TYPE "C"
SIGN TYPE "A"
SIGN TYPE "C"
PROP. HYDRANT
& SIGN TYPE "D"
PROP. HYDRANT &
SIGN TYPE "A"PROP. HYDRANT &
SIGN TYPE "D"
PROP. HYDRANT
& SIGN TYPE "D"
SIGN TYPE "C"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "C"SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
SIGN TYPE "D"
1206003060
SCALE: 1" 60
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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIALIFE SAFETY PLAN
THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY
MATCHLINE SEE SHEET 81
1" 60
82
NOTES:
·ROUTE 37 STUDY AREA SHOWN ON SHEETS 04, 05, & 06
12/03/2025
PROFFER COMPLIANCE SHEET151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIANOT TO SCALE
83
12/03/2025
XXXXXXXXXXXXXXXXXXXXXXXSCALE: 1 100'
100 0 100 200
SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled. carbon sheet steel, structural steel
quality, conforming to the requirements of ASTM A1011, grade 50 except the yield strength after cool forming shall be 60,000 psi minimum.
The steel gauge shall be 14 gauge for the 2 inch by 2 inch post and 10 gauge for the 2 1/2 inch by 2 1/2 inch posts. Posts (inside and
outside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Post shall use an in ground
anchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact.
Post shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs,
Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letter
indicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 inch (+/- 1/64 inch)
openings or knockouts spaced 1 inch on centers on all four sides. Post shall be installed in accordance with the manufacturer's
recommendations.
1. ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN
ACCORDANCE WITH THE MOST RECENT EDITION OF EACH OF THE
FOLLOWING AND ANY REVISION THERETO:
A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND
BRIDGE SPECIFICATIONS.
D. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND
BRIDGE STANDARDS.
2. ALL SIGNS SHALL BE CONSTRUCTED FROM ENCAPSULATED LENS
SHEETING.
3. PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE
MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND
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 MUTCO.
5. ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH
PROPOSED PAVEMENT MARKINGS SHALL BE COMPLETELY ERADICATED.
6. LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL
BE MODIFIED IN THE FIELD TO INSURE THAT PROPOSED PAVEMENT
MARKINGS CONTINUE UNTIL EXISTING PAVEMENT MARKINGS CAN BE
MATCHED.
7. THERMO-PLASTIC MARKINGS SHALL BE USED.
SIGNING AND PAVEMENT MARKING NOTES
PAVEMENT MARKING LEGEND
CHANNELIZING LANE LINES (SOLID) - WHITE, TYPE B, CLASS I
MARKINGS, 6" WIDE, LENGTH AS SHOWN ON PLAN
EXTENDED LANE LINES (DOTTED) - WHITE, TYPE B, CLASS I
MARKINGS, 6" WIDE x 2' LONG, SPACED 6'. (OPTIONAL)
8" WIDTH TO BE USED FOR EMPHASIS AT ROUNDABOUT.
(OPTIONAL)
STOP BAR (SOLID) - WHITE, TYPE B, CLASS I MARKINGS, 24"
WIDE
CROSSWALK LINES - WHITE, TYPE B, CLASS I MARKINGS, 12"
WIDE x 6' LONG, SPACED 18". SOLID WHITE TRANSVERSE LINES
PLACED PARALLEL TO ONCOMING TRAFFIC.
TYPE B, CLASS I PAINTED YELLOW DOUBLE LINE PAVEMENT
MARKING, 4" WIDTH, SEPARATED BY A 4" SPACE, LENGTH AS
SHOWN ON PLAN
EDGE LANE LINES (SOLID) - YELLOW, TYPE B, CLASS I
MARKINGS, 4" WIDE LENGTH AS SHOWN ON PLAN. (OPTIONAL)
TYPE B YELLOW 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 ARROW.
A
B
C
D
E
F
G
NOTE:
1.THE DESIGN OF THE CURRENT TWO LANES AND FUTURE FOUR LANES OF SNOWDEN BRIDGE
BOULEVARD ARE SHOWN PER THE DESIGN PLANS SUBMITTED UNDER SEPARATE SUBMISSION
CURRENTLY UNDER REVIEW BY VDOT.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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASIGNAGE AND STRIPING PLANSECTION
AA
-3FUTURE SECT
ION
AA
-4SECTION AA-2SECTION AA-31 100'
84
NOTES:
·ROUTE 37 STUDY AREA SHOWN ON SHEETS 04, 05, & 06
12/03/2025
SECTION AA-3FUTURE SECTION AA-4STREET LIGHT0.20.20.10.20.40.40.30.10.20.50.60.60.10.30.60.70.80.10.31.50.0DAFFODIL DRIVE47' ROWCARRICK BEND WAY52' ROWRUBY ROYCE DRIVE54' ROWSNOWDEN B
R
I
D
G
E
B
L
V
D
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
20' FREDERICK
WATER ESMT
FREDERICK
WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR.WIDTH)
GRANITE RIDGE DR.
(PRIVATE)
STREET LIGHT
0.2
0.2
0.1
0.1
0.2
0.4
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.1
0.2
0.5
0.6
0.6
0.6
0.5
0.3
0.1
0.1
0.1
0.3
0.6
0.7
0.8
0.8
0.8
0.5
0.3
0.2
0.1
0.3
1.5
1.5
0.9
0.7
0.51.1
0.7
0.6
0.7
0.5
0.30.5
0.4
0.2
0.1
GRANITE RIDGE DR.
FREDERICK WATER ESMT.
SCALE: 1 50'
50 25 0 50 100 151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAPHOTOMETRIC PLANMATCH LINE-SHEET 86
TYPICAL PHOTOMETRIC PATTERN
NOT TO SCALE
MATCH LINE-SHEET 86
1 50'
85
12/03/2025
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSTREET LIGHT STREET LIGHT
STREET LIGHT STREET LIGHT
STREET LIGHT
STREET LIGHT
STREET LIGHT
STREET LIGHT
0.2
0.2
0.1
0.1
0.2
0.4
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.1
0.2
0.5
0.6
0.6
0.6
0.5
0.3
0.1
0.1
0.1
0.3
0.6
0.7
0.8
0.8
0.8
0.5
0.3
0.2
0.1
0.3
1.5
1.5
0.9
0.7
0.51.1
0.7
0.6
0.7
0.5
0.30.5
0.4
0.2
0.1
0.2
0.2
0.1
0.1
0.2
0.4
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.1
0.2
0.5
0.6
0.6
0.6
0.5
0.3
0.1
0.1
0.1
0.3
0.6
0.7
0.8
0.8
0.8
0.5
0.3
0.2
0.1
0.3
1.5
1.5
0.9
0.7
0.51.1
0.7
0.6
0.7
0.5
0.30.5
0.4
0.2
0.1
0.2
0.2
0.1
0.1
0.2
0.4
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.1
0.2
0.5
0.6
0.6
0.6
0.5
0.3
0.1
0.1
0.1
0.3
0.6
0.7
0.8
0.8
0.8
0.5
0.3
0.2
0.1
0.3
1.5
1.5
0.9
0.7
0.51.1
0.7
0.6
0.7
0.5
0.30.5
0.4
0.2
0.1
0.2
0.2
0.1
0.1
0.2
0.4
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.1
0.2
0.5
0.6
0.6
0.6
0.5
0.3
0.1
0.1
0.1
0.3
0.6
0.7
0.8
0.8
0.8
0.5
0.3
0.2
0.1
0.3
1.5
1.5
0.9
0.7
0.51.1
0.7
0.6
0.7
0.5
0.30.5
0.4
0.2
0.1
0.2
0.2
0.1
0.1
0.2
0.4
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.1
0.2
0.5
0.6
0.6
0.6
0.5
0.3
0.1
0.1
0.1
0.3
0.6
0.7
0.8
0.8
0.8
0.5
0.3
0.2
0.1
0.3
1.5
1.5
0.9
0.7
0.51.1
0.7
0.6
0.7
0.5
0.30.5
0.4
0.2
0.10.20.20.10.10.20.40.40.30.20.10.10.00.00.10.20.50.60.60.60.50.30.10.10.10.30.60.70.80.80.80.50.30.20.10.31.51.50.90.70.51.10.70.60.70.50.30.50.40.20.10.20.20.10.10.20.40.40.30.20.10.10.00.00.10.20.50.60.60.60.50.30.10.10.10.30.60.70.80.80.80.50.30.20.10.31.51.50.90.70.51.10.70.60.70.50.30.50.40.20.1RUBY ROYCE DRIVE54' ROWCARRICK BEND WAY52' ROWCOACHMAN LANE
46' ROW
DAFFODIL DRIVE52' ROWGRANITE RIDGE DR.
47' ROW
CHELMSFORD WAY52' ROWPENGUIN CREST DR.
46' ROWRUBY ROYCE DRIVE52' ROWGRANITE RIDGE DR.
47' ROW
PENGUIN CREST DR.
46' ROW
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT. (VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
FREDERICK WATER ESMT.
(VAR. WIDTH)
STREET LIGHT0.20.20.10.10.20.40.40.30.20.10.10.00.00.10.20.50.60.60.60.50.30.10.10.10.30.60.70.80.80.80.50.30.20.10.31.51.50.90.70.51.10.70.60.70.50.30.50.40.20.1151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIAPHOTOMETRIC PLANSCALE: 1 50'
50 25 0 50 100
PROPOSED STREET
LIGHT
NOTES:
1.ALL LIGHTING SHALL CONFORM TO SECTION §165-201.07 OF THE
ZONING ORDINANCE.
2.ALL LIGHTS SHALL BE MOUNTED NO HIGHER THAN THE MAXIMUM
HEIGHT OF 25' AS MEASURED TO GROUND PER FREDERICK
COUNTY ZONING ORDINANCE §165-201.07.
3.PARKING LOT FIXTURES AND LIGHT FIXTURES ON BUILDINGS
SHALL BE FULL-CUTOFF FIXTURES.
4.CONTRACTOR TO CONFIRM WITH DEVELOPER ALL OPTIONS PRIOR
TO ORDERING FIXTURES
5.CONCRETE LIGHT POLE BASE DESIGN BY STRUCTURAL ENGINEER
6.ROUTE 37 STUDY AREA SHOWN ON SHEETS 04, 05, & 06
MATCH LINE-SHEET 85
Luminaire Schedule
Symbol Qty Label
7 E350LED-16L45T4-MDL10-FL
Calculation Summary
Label Units Avg Max Min
ILLUMINANCE TYPICAL OF EACH INTERSECTION Fc 0.32 2.1 0.0
14' POLE 16.5' LED SOURCE
1 50'
86
12/03/2025
615
620
625
630
635
640
645
650
655
615
620
625
630
635
640
645
650
655
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00
WALL "A" PROFILE
H: 1"=50'V: 1"=5'
610
615
620
625
630
635
640
645
610
615
620
625
630
635
640
645
9+50 10+00 10+50 11+00 11+50 12+00 12+50
H: 1"=50'V: 1"=5'
HANDRAIL PER WALL
STRUCTURAL ENGINEER
PROP. GRA
D
E
A
T
T
O
P
O
F
W
A
L
L
EXISTING GRADE AT BOTTOM OF WALL
WALL FOOTING TO BE DESIGNED
BY STRUCTURAL ENGINEER
RETAINING WALL TO BE
DESIGED BY STRUCTURAL
ENGINEER
HANDRAIL PER WALL
STRUCTURAL ENGINEER
PRO
P
.
G
R
A
D
E
A
T
T
O
P
O
F
W
A
L
L
EXISTING GRADE AT BOTTOM OF WALL
WALL FOOTING TO BE DESIGNED
BY STRUCTURAL ENGINEER
RETAINING WALL TO BE
DESIGED BY STRUCTURAL
ENGINEER
WALL "B" PROFILEWMWMWMWMWMWMSSSSWWWM
W
W
W
W6,559 SFGRAN
I
T
E
R
IDG
E
DR
.
DAF
F
O
D
I
L
D
R
I
V
E
(P
R
I
V
A
T
E
)6,120 SF6,331 SF6,681 SF6,173 SF6,953 SF6,329 SFLOT 3118LOT 3117LOT 3116LOT 3115LOT 3114LOT 3119LOT 312014
+
0
0
15+00
43+00STORM DRAINAGEESMT.25+0
0
26+0026+00.3355435543548354685520HP5127450141954018389936843687372038454430HP38954680HP4744HP39594835HP41144950HP41765016HP42924664835031496548184850470647594608469545125125484347144511434243714226430441604190400940993945401750753270GRD5150GRD4144GRD3800GRD2600GRD2726GRD3459GRD3619GRD3720GRD2281GRD6326346286366386446426406306266266206446466486506526546366386406426546546526526446466486506
5
0
64465064864664264664864465
0
64264464864664
8
638640646644642646648650648640642644646646648
644642640PROP. RET. WALL"A"
(DESIGN BY OTHERS)
PROP. RET. WALL"B"
(DESIGN BY OTHERS)9+5010+00
11
+
0
0
11+87.48
9+50
10+00 11+00 11+47
.
4
9
WALL PROFILES151 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 | ASHBURN, VA | MARTINSBURG, WV87
06/27/2025
TC
2760BSTEPHENSON VILLAGE IISECTION AA-3STONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASCALE: 1" = 50'
50 25 0 50 100 SCALE: 1" = 5'52.50510AS SHOWN
87
603001530
SCALE: 1" = 30'
NOTES:
1.HANDRAIL/PEDESTRIAN RAIL, WALL AND FOOTINGS ARE
SHOWN FOR GRAPHICAL REPRESENTATION ONLY. WALL
DESIGN TO BE COMPLETED BY STRUCTURAL ENGINEER
AND SUBMITTED FOR APPROVAL TO APPROPRIATE
REVIEW AGENCIES PRIOR TO CONSTRUCTION.
2.PROPOSED ELEVATIONS SHOWN ON THESE PLANS ARE
FOR GRADES AT THE TOP AND BOTTOM OF THE WALLS
AND DO NOT ACCOUNT FOR ADDITIONAL WALL HEIGHT OR
FOOTINGS. SEE DESIGN BY OTHERS FOR DETAILED WALL
DESIGN INFORMATION SUCH AS HEIGHT, FOOTING DEPTH,
HANDRAILS ETC.
12/03/2025