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Home My WebLink About04-24 Subdivision Design PlanCOVER SHEET STEPHENSON VILLAGE IISTONEWALL MAGESTERIAL DISTRICTFREDERICK COUNTY, VAGas: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 ROAD SUITE 150FAIRFAX, VA 22030571-581-4791Plan RevisionsRev No Rev DateComment01 06/24/2024Revised Life Safety Plan, shifted street tree to avoid fire hydrant0206/27/2024Added gate valves to waterline, adjusted existing sanitary tie in profile0308/01/2024Frederick Water, GIS, Frederick County Planning Commentsis 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-2SUBDIVISION DESIGN PLANSSheet List TableSheetNumberSheet TitleRevsionNoRevisonDate1Cover Sheet03 08/01/20242General Notes & Legend 3Project Information and Tabulations 4Existing Topography 5Boundary Information03 08/01/20246Right-of-Way03 08/01/20247Erosion and Sediment Control Plan - Phase I03 08/01/20248Erosion and Sediment Control Plan - Phase I Basin 3 9Erosion and Sediment Control Plan - Phase I Basin 4 10Erosion and Sediment Control Plan - Phase I Basin 4 Conversion 11Erosion and Sediment Control Plan - Phase II 12Erosion and Sediment Control Plan - Phase II 13Erosion and Sediment Control Plan - Phase II03 08/01/202414Erosion and Sediment Control Plan - Phase II03 08/01/202415Erosion and Sediment Control Narrative 16Erosion and Sediment Control Details 17Erosion and Sediment Control Details 18Stormwater Management Plan Pre-Development 19Stormwater Management Plan Post-Development 20Water Quality BMP Map 21Water Quality BMP Map 22Water Quality VRRM Computations 23Water Quality Details 24SWM Pond 4 Plan View 25SWM Pond 4 Details 26Geometry Plan03 08/01/202427Geometry Plan03 08/01/202428Geometry Plan03 08/01/202429Geometry Plan03 08/01/202430Utility Plan03 08/01/202431Utility Plan03 08/01/202432Utility Plan03 08/01/202433Utility Plan03 08/01/202434Grading Plan03 08/01/202435Grading Plan03 08/01/202436Grading Plan03 08/01/202437Grading Plan03 08/01/202438Landscape Plan03 08/01/202439Landscape Plan01 06/24/202440Landscape Plan03 08/01/202441Landscape Plan03 08/01/202442Landscape Details 43Landscape Details03 08/01/202444Granite Ridge Drive Profile03 08/01/202445Zinnia Lane and Oleander Court Profilie03 08/01/202446Carnation Way, Sunflower Way and Lotus Blossom Way Profiles03 08/01/202447Penguin Crest Drive Profile03 08/01/202448Sight Distance Profiles03 08/01/202449Sight Distance Profiles03 08/01/202450Storm Sewer Profiles 51Storm Sewer Profiles 52Storm Sewer Profiles 53Storm Sewer Profiles 54Sanitary Profiles03 08/01/202455Storm Sewer & HGL Comps 56Storm Inlet Comps 57Waterline Profiles0308/01/202458Waterline Profiles0308/01/202459Waterline Profiles0308/01/202460VDOT Details 61VDOT Details 62VDOT Details 63VDOT Details 64Frederick Water Details0308/01/202465Life Safety Plan0308/01/202466Proffer Compliance Sheet 67Signage and Striping Plan0308/01/202468Photometric Plan0308/01/202469Photometric Plan0308/01/20241" = 1,000'151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G IN E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGESTERIAL DISTRICT FREDERICK COUNTY, VA STEPHENSON VILLAGE II SECTION AA-2106/17/2024TC/ZJ/ZS692760BLIST OF SERVICES: CIVIL ENGINEERING I GIS I PLANNING I LAND SURVEYING I ENVIRONMENTAL I QUALITY CONTROL TESTING & INSPECTIONS 08/20/2024Docusign Envelope ID: 579F3362-6AF3-4A88-BBBB-B3C36A2E01BF8/26/2024 GENERAL NOTES & LEGEND LEGENDFREDERICK WATER PROJECT INFORMATIONWATER AND SANITARY SEWER USAGEWATER DEMAND 32,900 GPDSANITARY SEWER DISCHARGE 32,900 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 #02-22386.24 Acres26.10 AcresR4VacantActive Adult Single Family Detached/Attached (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.PROJECT NOTESFLOOD PLAINThe proposed site is located in Flood Zones "X" per FEMA Map Number #51069C0250E.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 impacts associated with SectionAA-1A are currently under review and awaiting approval from both the U.S. Army Corp of Engineers and the VirginiaDepartment of Environmental Quality. No disturbance is allowed in those areas until the required permits are obtained.Existing mitigation areas shown on the plans are for previous permitted impacts which have been completed and arecurrently being monitored by Virginia Department of Environmental Quality. Reference J.D. Project # 04-R0958, datedJune 24, 2004 which is in the process of being closed out.SUBDIVISION STREETS:The proposed subdivision streets per this design plan have been designed to meet VDOT Road Design Standards forSubdivision Street Design per Appendix B(1) of the VDOT Road Design Manual and shall meet the Secondary StreetAcceptance Requirements (GS-SSAR).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 or asrecommended in the 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 Codes. Other Codes that apply are the Virginia Energy Code.2.Grade shall be sloped away from foundations a minimum 6" in 10'.3.Backwater valves shall be installed on all plumbing fixtures, (subject to back sewer), located below the topelevation of the upstream manhole covers.4.Common elements shall be located on an accessible route. Van accessible parking and unloading & curb rampsprovided.5.Fill consisting of more than 8" clean dirt or 24" clean stone shall require an engineers design.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 EDITION2514.316381481. Frederick Water’s Water and Sewer Standards and Specifications are available at www.frederickwater.com2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.3. The contractor shall schedule a pre-construction meeting with the Frederick County Water Inspector prior tocommencing installation of any water or sewer facilities. Contractor shall also arrange for inspection of said facilities by Frederick Water. Oil water separators and/or grease traps may be required by Frederick County Building Inspections. Both Frederick County Building Inspections and Frederick Water will inspect the installation ofthose facilities. Both inspections shall be scheduled by Contractor.4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.5. A new water (or forced sewer) main shall be connected to an existing main by a cut-in teewith accompanying valves. Frederick Water shall furnish all needed material and make the tap. a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water’s inspector.a.Adjust Frederick Water facilities to grade as required by the Frederick Water Inspector.7. Frederick Water’s maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor’s responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed:a. The meter box, with its frame and cover, must be properly aligned with the yoke bar.b. The frame and cover shall be set to final grade.c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches.d. All components of the meter box assembly shall be in proper working order.8. For services that connect to existing lines: a. Frederick Water shall furnish and install: i. all ⅝”x¾”, ¾”, 1”, 1½” and 2” water servicesii. all sewer services. b. The owner/developer shall:i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water’s engineering assistant.ii. submit an Application for Service and pay the required fees.9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013.10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required.11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building’s: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line’s water meter and backflow prevention device.12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ’s Certificate to Operate and a copy of the station’s DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released.April 19, 2022SENIOR ADULT HOUSING - SINGLE-FAMILYDETACHED/ATTACHED (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.151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20242N/ARev. No.Date 08/20/2024 20' MIN20' BRL10'BRL10'BRLSTREET20' MIN20' BRLMIN LOTAREA1,00 SFGARAGESTREETTREE TY3.STREETTREE TY3.STREETSTREET XSTREETTREE TY3.20' BRLSTREETTREE TY3.20' MIN GARAGEGARAGEMIN. LOT AREA3,750 S.F.MIN. LOT AREA3,750 S.F.3' MIN3' MIN15' BRL10' BRL 5' BRLSTREET 3' MIN15' BRL20' BRL10' BRL 5' BRLGARAGE MIN. LOT AREA3,750 S.F.STREET 20' MINXSTREETTREE TY3.TREE TY3.N.T.S3RO-ECT INFORMATION AND TAB8LATIONS 151 :LQG\ HLOO LDQH :LQFKHVWHU, 9LUJLQLD 2202 THOHSKRQH: 50 215 FD[: 50 72252 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:3RO8DLY SER9ING 9IRGINIA :EST 9IRGINIA OFFICES IN: :INCHESTER, 9A MARTINSB8RG, :9 STONE:ALL MAGISTERIAL DISTRICT FREDERIC. CO8NTY, 9IRGINIATC=-=S270BSTE3HENSON 9ILLAGE II SECTION AA20172023MODIFIED TO:NHO8SETY3E MINIM8M LOT SI=E 3RO9IDED 2,0 SFA9ERAGE 8NIT LOT SI=E 3RO9IDED 3,21 SFMODIFIED SINGLE FAMILY SMALL LOT DETACHEDTY3E 5MINIM8M LOT SI=E 3RO9IDED ,120 SFMODIFIED SINGLE FAMILY SMALL LOT ATTACHED D83LE;TY3E 5MINIM8M LOT SI=E 3RO9IDED ,57 SFAMENITYRECREATIONALCREDITSACTI9E AD8LT RECREATION CENTER1 RECREATION CENTER71TABLE STE3HENSON 9ILLAGE IIRECREATIONAL 8NIT TAB8LATION9AL8E 3ER CREDITTOTAL 9AL8E2,5,000 35,000TABLE 5RECREATIONAL 8NIT TAB8LATIONLDQG BD\RHVLGHQWLDO DZHOOLQJ 8QLWVRHFUHDWLRQDO 8QLWVRHTXLUHGRHFUHDWLRQDO 8QLWV3URYLGHG ZLWK WKLV 3ODQ702.771LDQG BD\ I9TOTAL RE48IRED 3ER SEC. 1502.0: DZHOOLQJ 8QLWV30 ;;.; RECREATIONAL 8NITSRHY. NR.DDWH 08/20/2024 X X X X X XXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS125125A126ARVARVARV25' ROADBUFFER25' ROADBUFFERSECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTIO N A A - 2 SECTIO N A A - 1 SECTIO N A A - 2 S E C T I O N A A - 1 S E C T I O N A A - 2 SECTION AA-1SECTION AA-2EX140EX141EX139EX138EX137EX135EX130EX129SNOWDEN BRIDGE BLVDSHOWN BASED ON AAPPROVEDDESIGN PLAN REV 03/25/2024WAGTAIL LANE44' ROWWAGTAIL LANE52' ROWKEYSTONE LANE52' ROWKEYSTONE LANE44' ROWCASTAWAY PLACE40' ROWMAGPIE LANE47' ROWHEIRLOOM WAY44' ROWLAWFORD WAY52' ROWWEBSTER COURT52' ROWWEBSTER COURT52' ROWGRANITE RIDGE DRIVE85' ROWGRANITE RIDGE DRIVE54' ROWMAGPIE LANE47' ROWVERMILLION LANE36' ROWEX134EX133EX132EX131EX136EX139EX138EX137EX136EX135EX134EX133EX132EX131EX130EX129EX128EX127EX126EX125EX124EX123EX122151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 100'EXISTING TOPOGRAPHYSURVEY AND TOPOGRAPHIC INFORMATION2. Aerial, hori]ontal and vertical control sXrveys wereDated:3. Aerial topographic mapping perIormed Ey:1. BoXndary sXrvey was perIormed Ey:perIormed Ey:DateDated:Greenway EngineeringDecemEer 22, 20212022Greenway EngineeringGreenway EngineeringJanXary 2022SCALE: 1 100'10001002004Rev. No.Date 08/20/2024 ZINNIA LA N E PENGUIN CREST DRIVELOTUS BLOOM WAY SUNFLOWER WAY CARNATION WAYGRANITE RIDGE DRIVE324.00' 178.52'442.77'52.00'5.00'5.00'5.00'5.00'5.00'5.00'5.00'109.93'165.00'197.50'141.00'141.00'141.00'38.00'5.00'97.94'49.84'5.00'52.00'120.00'110.00' 110.00'81.00'111.00'121.60'115.00'99.10'208.43'81.00'81.00'110.00'118.10'N 72°50'02" E249.61'N 77°05'44" E265.67'N 84°47'23" E391.42'N 64°24'07" E174.14'N 7 3 ° 3 5 ' 1 0 " E 1 1 7 . 5 9 'N 77°09'24" E38.87'2 1 4 2 2 1 4 1 2 1 4 0 213821282145 21 4 3 213921372129213021312132213321342135213621 4 4 2146 2147 21482001 2002 2003 2004 2005 2006 2007 2008 2127212621252124212321222009 21162115210421032112212121065.00'5.00'165.00'81.00'115.00'149.30'SNOWDEN BRIDGE BLVD.VARIABLE WIDTH R/WSECTION AA-1SECTION A A - 2 SECTION AA-1SECTION AA-2SNOWDEN BRIDGE BLVDSHOWN BASED ON APPROVEDDESIGN PLAN REV DATED03/25/2024115.00'115.00'10 2 . 0 8 ' SEC T I O N A A - 2 SEC T I O N A A - 3 N 6 4 ° 5 2 ' 5 2 " E 1 9 7 . 4 0 'N 14°06'08"180.65' EN 37°2 1 ' 5 5 " E 280.73'N 54°48'19" E38.29'N 55°05'35" E38.83'N 35°03'04" E53.00'N 34°58 ' 0 0 " E 466.64'N 65°44'36" E1083.98'N 65°44'36" E7.08'N 24°15'24" E 278.50'N 65°44'36" E12.62''N 4 8 ° 5 3 ' 0 7 " E 636 . 1 0 ' N 24°04'22" E 139.33' 2038 2037 2036 2035 2061 2081 2084 2083 2082 2102 2095 2094 2087 2086 2085OPEN SPACE171.00'171.00'171.00'171.00'165.00'OPEN SPACEOPEN SPACEOPEN S P A C E OPEN S P A C E OPEN SPACE140.90'144.85'246.50'OPEN SPACE2010 2013 2014 2018 2019 2023 2024 2028 2029 2034 2011 2012 2015 2016 2017 2020 2021 2022 2025 2026 2027 2030 2031 2032 2033 2060 2059 2058 2057 2056 2055 2054 2053 2052 2051 2050 2049 2048 2047 2046 2045 2044 2043 2042 2041 2040 2039 5.00'2065 2066 2070 2075 2076 2080141.00'2062 2063 2064 2067 2068 2069 2071 2072 2073 2074 2077 2078 2079 2093 2088 2092 2091 2090 2089 2096 2097 2098 2100 2101 2099 2105210721082109211421132111211085.10'88.55'81.00'2120211921182117117.00'117.00'OLEANDER COURTOPEN SPACE115.0'116.0'22.42 '28.11 '33.75'31.42'OPENSPACEOPEN SPACE 412.42 '31.60'2 7 7 . 7 4 ' 10.00' 5.00' 12.00' 13.00' 18.65'10.00'121.20'111.00'232.90'12.00' 110.00' 110.00' 110.00' 110.00' 102.50' 12.50'25.27 ' 109.37' 110.00' 110.00' 110.00' 110.00' 93.73' 31.37'GRANITE RIDGE DRIVEPENGUIN CREST DRIVE110.00' 110.00' 110.00' 110.00' 110.00' 110.00' 110.00' 110.00' 110.00' 110.00'9.33'33.20'74.08'5.82'40.17'74.08'46.00'19.07'110.00'110.00'26.00'N 24°15'24" E 181.41'15.00'54.00'118.13'115.00'115.00'121.17'17.75'21.04'111.00'110.00' 110.00' 110.00'N 24°15'24" E151.65'115.00'117.91'OLE A N D E R C O U R T SCALE: 1" = 100'1000100200151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241" = 100'BOUNDARY INFORMATION 5SHEET ASHEET BSHEET CSHEET DSHEET REFERENCESHEET NUMBERSSHEET A11, 26, 30, 34, 38SHEET BSHEET CSHEET D12, 27, 31, 35, 3913, 28, 32, 36, 4014, 29, 33, 37, 41Rev. No.Date0308/01/202408/20/2024 ZINNIA LA N E PENGUIN CREST DRIVELOTUS BLOOM WAY SUNFLOWER WAY CARNATION WAYGRANITE RIDGE DRIVE2 1 4 2 2 1 4 1 2 1 4 0 213821282145 21 4 3 213921372129213021312132213321342135213621 4 4 2146 2147 21482001 2002 2003 2004 2005 2006 2007 2008 2127212621252124212321222009 2116211521042103211221212106SNOWDEN BRIDGE BLVD.VARIABLE WIDTH R/WSECTION A A - 1 SECTION A A - 2 SECTION AA-1SECTION AA-2SNOWDEN BRIDGE BLVDSHOWN BASED ON APPROVEDDESIGN PLAN REV DATED03/25/2024SEC T I O N A A - 2 SEC T I O N A A - 3N 65°45'03" E734.60'N 36°41'18" E292.32'N 65°44'36" E298.50'N 77°03'47" E43.09'N 12°56'13" E'32.49'N 12°56'13" E'52.53'N 24°15'24" E 283.50'' N 24°15'24" E 272.25'N 54°56'52" E74.08'2038 2037 2036 2035 2061 2081 2084 2083 2082 2102 2095 2094 2087 2086 2085OPEN SPACEOPEN SPACEOPEN SPACEOPEN S P A C E OPEN S P A C E OPEN SPACEOPEN SPACE2010 2013 2014 2018 2019 2023 2024 2028 2029 2034 2011 2012 2015 2016 2017 2020 2021 2022 2025 2026 2027 2030 2031 2032 2033 2060 2059 2058 2057 2056 2055 2054 2053 2052 2051 2050 2049 2048 2047 2046 2045 2044 2043 2042 2041 2040 2039 2065 2066 2070 2075 2076 2080 2062 2063 2064 2067 2068 2069 2071 2072 2073 2074 2077 2078 2079 2093 2088 2092 2091 2090 2089 2096 2097 2098 2100 2101 2099 210521072108210921142113211121102120211921182117OLEANDER COURTOPEN SPACEOPENSPACEOPEN SPACE GRANITE RIDGE DRIVEPENGUIN CREST DRIVEN 65°44'36" E373.60'N 65°44'36" E17.24'N 65°44'36" E169.00''N 24°15'24" E 252.35'''N 77°03'47" E96.16'N 36°41'18" E141.25'N 77°03'47" E298.51'N 36°41'18" E126.60'N 65°45'03" E734.60'OLE A N D E R C O U R T 1608004080SCALE: 1" = 80'LEGENDPUBLIC R/WPRIVATE R/W151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241" = 80'RIGHT-OF-WAY 6CURVERADIUSARC LENGTHCHORD LENGTHCHORD BEARINGDELTA ANGLETANGENTDEGREE OF CURVEC1350.00'65.94'65.84'S 60°20'46" E10°47'41"33.07'16°22'13"C2360.00'416.25'393.45'S 69°48'46" W66°14'56"234.90'15°54'56"C3500.00'98.78'98.62'N 18°35'49" E11°19'10"49.55'11°27'33"C41000.00'197.56'197.24'N 18°35'49" E11°19'10"99.10'5°43'46"RIGHT-OF-WAY CURVE DATANOTES:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIASECONDARY STREET ACCEPTANCE REQUIREMENTS NECESSARY FORINCLUSION IN THE SYSTEM OF STATE HIGHWAYS AND WILL NOT BEMAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ORFREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURAL ADDITIONFUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERALASSEMBLY AND ALLOCATED BY THE COMMONWEALTHTRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE REQUIRED TOBELONG TO THE HOA AND ARE RESPONSIBLE FOR THE MAINTENANCEOF THE PRIVATE STREETS.Rev. No.Date0308/01/202408/20/2024 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMH-1-30ARVARVLOT 1122LOT 1123LOT 1124LOT 1125LOT 1126LOT 11275,382 SF5,911 SF5,288 SF4,776 SF4,658 SF5,347 SFPROPOSED RETAININGWALL(5.5' MAX HEIGHT)20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.C11ST#1ST#2SB#4SB#3SB#2CIPLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFLCGLCGLCGLCGLCGDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDSSFSSFSSFSSFSSFLCGOPOPOPDDDDDDDDDDDDDDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDILCILCILCILCILCILCILCILCILCILCILCILCILCILCOPTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSPSPSPSSSFB/MB/MB/MSSFTSCDCDCDCDPSSSFC10SFSFSFSFSSFSSFSSFSSFSSFDO NOT CLEARSHADED AREASUNTIL ALL E&SCONTROLS AREINSTALLEDCONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. NOTIFYENGINEER OF CONFLICT.CONTRACTOR TO TEST PITAND FIELD VERIFYEXISTING GAS LINELOCATION. NOTIFYENGINEER OF CONFLICT.EXISTING GASTRANSMISSIONLINE/EASEMENTCL A1 OUTLET PROTECTION NO RIP-RAPALLOWED TO IMPACT STREAM ORFLOOD PLAIN. DO NOT GO BEYOND TOPOF BANK. VERIFY STREAM LOCATIONWITH WETLAND CONSULTANTCL A1 OUTLET PROTECTION NO RIP-RAPALLOWED TO IMPACT STREAM OR FLOOD PLAIN. DONOT GO BEYOND TOP OF BANK. VERIFY STREAMLOCATION WITH WETLAND CONSULTANT642640642638628630648646646648650 642640638636634 632 630 628626 632630628624632634634632628636632634634634632 630632634634632AREA TO SB #4DA= 7.72 AC.CAPACITY FOR19.98 ACRESPROVIDEDWHEN ST#1AND SB#3 AREREMOVEDAREA TO ST #1DA= 1.87 AC.AREA TO SB #3DA= 9.22 AC.AREA TO ST #2DA= 1.84 AC.638640642640638634633636638636634633 630632634636637637 636634632636637637 600602598606608610612614616618620622624604 606 608 610624622620619618616614618 620 622 624618620622617 622624624622616618619622622620625.5625.6625.5620.5620.5620.5620.5 625.5 625. 5 62 5 . 6 625.5625.6625.5634632630628626624628632630626624622SB #3 AND ST#1AREAS MAY BEDIVERTED TO SB #4WITH APPROPRIATEMEASURES AND BOTHPRACTICES MAY BEREMOVEDCONTRACTOR TO TEST PIT AND FIELDVERIFY EXISTING GAS LINE LOCATION.NOTIFY ENGINEER OF CONFLICT.SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWSSFSSFRUNOFF REDUCTIONCOMPLIANCE FOREST/OPEN SPACE (SEE NOTE 2)ST#2LCGDDTS630632634634632ST#1SECTIO N A A - 2 CDCDILCLCGTSTS6426486466466486 5 0 AREA TO ST #2DA= 1.84 AC.SFST#2CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERNOTE:1.FOR FILLS IN AREAS OF PROPOSEDSTRUCTURES, (ROADWAYS, RESIDENTIALDWELLINGS, RETAINING WALL, ECT.),PLEASE SEE CURRENT GEOTECHNICALREPORT FOR MINIMUM CONTROLLEDFILL REQUIREMENTS. ALL CONTROLLEDFILLS SHALL BE PLACED IN ACCORDANCEWITH THE GEOTECHNICAL REPORT ANDCOORDINATED WITH THE DEVELOPER'SGEOTECHNICAL ENGINEER.2.PERIMETER CONTROLS ARE TO BECOMPLETELY INSTALLED PRIOR TOSTARTING CONSTRUCTION OF SEDMIENTTRAPS AND SEDIMENT BASINS3.DIVERSION DIKES ARE TO BE MAINTAINEDDAILY AS THE AREA IS GRADED4.E&S CONTROLS ARE CONTINUATION OFPLAN STEPHENSON VILLAGE - SECTIONAA-1.SLOPE STABILITY ANALYSISSHALL BE REQUIRED FORROAD FILL EMBANKMENTSGREATER THAN 10' PERVDOT REQUIREMENTS.FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!1608004080SCALE: 1" = 80'TEMPORARY GRAVELCONSTRUCTION ENTRANCESUPER SILT FENCECULVERT INLET PROTECTIONROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.083.203.053.183.02LCGOPCIPSSFSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGTEMPORARYDIVERSION DIKE3.09DDCOMPOST FILTER SOCK(SEE FILTREX DETAIL)CFSCRITICAL SLOPE - EXISTING UNDERGROUND UTILITIESIN THE AREA (SANITARY AND GAS). CONTRACTOR TOTEST PIT AND COORDINATE ANY RELOCATION NEEDSWITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.INITIALLIMITS OF CLEARING & GRADINGILC151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024AS SHOWNEROSION AND SEDIMENT CONTROL PLAN - PHASE I 7603001530SCALE: 1" = 30'SEDIMENT TRAP #1 LAYOUTSCALE 1"=30'603001530SCALE: 1" = 30'SEDIMENT TRAP #2 LAYOUTSCALE 1"=30'Rev. No.Date0308/01/2024NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024 SSSSSSSSSSSSSSS E C T I O N A A - 1 S E C T I O N A A - 2 SECTION AA-1OPOPCDCDILCILCB/MLCGLCGLCGLCGLCGSAFSAFSAFSAFSSFSSFSSFDDTSTSWE I R 5533 WE I R 5533 SSFSSFTSTSCL A1 OUTLETPROTECTION NORIP-RAP ALLOWED TOIMPACT STREAM ORFLOOD PLAIN. DO NOTGO BEYOND TOP OFBANK. VERIFY STREAMLOCATION WITHWETLANDCONSULTANTWET STORAGE630.75DRY STORAGE632.55DESIGN HIGH WATER**(25 YR STORM) = 633.43EMERGENCYSPILLWAYELEVATION 633.55WIDTH 12'SC 250 LINING BYNA GREEN ORAPPROVEDEQUIVALENTVDOT CL A1 RIPRAP 18" THICK6"ORIFICESEDIMENT CLEANOUT LEVEL 629.61111106 3 2 6 3 4 6 3 4 6 3 2 6 2 8 62 8 63 0 63 2 63 4 63 6 6 4 0 6 4 2 6 3 8 6 3 6 6 3 4 6 3 2 6 3 0 6 2 8 632630628151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024EROSION AND SEDIMENT CONTROL PLAN - PHASE I BASIN 3Rev. No.Date 1" = 30'CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER603001530SCALE: 1" = 30'SEDIMENT BASIN #3 LAYOUTSCALE 1"=30'8Notes:·**Area within design high water area to remainat grades shown on E&S Phase I plan untilstabilization and transition to E&S Phase II plan08/20/2024 SSSSSSSSSSSSSSSSSSSSSSSSSS170171172173174175176177LCGLCGLCGSAFSAFSAFWEIR0024SSFSSFSSFWEIR0021CL A1 OUTLET PROTECTION NORIP-RAP ALLOWED TO IMPACTSTREAM OR FLOOD PLAIN. DO NOTGO BEYOND TOP OF BANK. VERIFYSTREAM LOCATION WITH WETLANDCONSULTANTDESIGN HIGH WATER**(25YR STORM) = 624.32WET STORAGE620.5DRY STORAGE623.0SEDIMENT CLEAN OUT LEVEL619.0EMERGENCYSPILLWAYELEVATION 624.0WIDTH 50'SC 250 LINING BYNA GREEN ORAPPROVEDEQUIVALENT6"ORIFICE598600602604606608602604 606 608 606608610612614616618620622624624 622 620 618 616 614 612 610 625 . 5 625 . 6 625 . 5 624 625.5625.6625.5624622620.5620618616614616618620620.5622622620.5620618618617634632630628626624622620SB#4B/MCFSSSFLCGOPCFSPSCDCDCDDDSSFLCGCFSPS151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024EROSION AND SEDIMENT CONTROL PLAN - PHASE I BASIN 4Rev. No.Date 1" = 30'CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER9603001530SCALE: 1" = 30'SEDIMENT BASIN #4 LAYOUTSCALE 1"=30'Notes:·See sheet 24 for structure and outfall detailsincluding anti-seep protections·**Area within design high water area to remainat grades shown on E&S Phase I plan untilstabilization and transition to E&S Phase II plan· 6" Orifice to have 8" Dewatering tube per E&Sdetails until DA is stabilized and Basin isconverted to pond in E&S Phase II.08/20/2024 EROSION AND SEDIMENT CONTROL PLAN - PHASE I BASIN 4 CONVERSION 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024Rev. No.Date AS SHOWN30" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)5'0.75'TOP OF RISERELEV =623.00TYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALPRECAST RCP BASE ANDRISER STRUCTURE (VDOT A4CONCRETE) - 5' INSIDEDIAMETERCONCRETE FILLFOR BUOYANCYWET STORAGE ELEV 620.50ELEV = 616.85 POND 4 WET POND LVL 1 PRINCIPALRISER PLAN VIEWNTSTOP TRASH RACK NOTSHOWN FOR CLARITY30" PIPEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT A4CONCRETE) - 5' INSIDEDIAMETERPLASTIC SOLUTIONS TRASHRACK OR APPROVED EQUAL2.5'3:110' AQUATIC BENCH(0"-18" DEEP)613.00DEWATERING SUMP4" ORIFICEELEV =620.5010' AQUATICBENCH (0"-18"DEEP)PLASTIC SOLUTIONS TRASHRACK OR APPROVED EQUALSUBSTITUTE WITH 8"DEWATERING TUBE PER E&SDETAILS DURING USE ASSEDIMENT BASINPROP. GRADE6.67'1.29'MINUMUMMIN 6" THICK WALLMIN 6" THICK WALL4" ORIFICE POND 4 WET POND LVL 1 PRINCIPALRISER SECTIONNTS5:18" DEWATERING TUBEPER E&S DETAILSDRY STORAGE ELEV = 623.0025 YR WS ELEV 624.32SEDIMENT BASIN #4 CONVERSION TO SWM POND "4" NOTES:1.THE DETAIL ABOVE SHOWS THE PRINCIPAL RISER AND OUTFALL STRUCTURE COLORGRAY AND THE MODIFICATIONS TO THE RISER, FOR E&S PURPOSES, ARE SHOWN COLORBLACK IN ORDER TO HIGHLIGHT THE TEMPORARY CHANGES.2.INSTALL PRINCIPAL RISER , OUTLET PIPE, AND DAM EMBANKMENT AS SHOWN ON E&SPHASE I SHEETS.3.DURING E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BEMODIFIED AS SHOWN ABOVE. INSTALL TEMPORARY 6" DEWATERING ORIFICE ANDDEWATER DEVICE IN LIEU OF THE ORIFICE TRASH RACK.4.TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN, DEWATER BASIN AS NECESSARYUSING PUMPED WATER FILTER BAG. REMOVE ALL ACCUMULATED SEDIMENT FROM THEBOTTOM OF THE BASIN. REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING PLAN.REMOVE TEMPORARY DEWATERING DEVICE AND INSTALL ORIFICE TRASH RACK. SEESWM BASIN DETAILS.10ORIFICE REVISED TO 4"DURING PLAN REVISIONS,INSTALLED AS 6" FOREROSION AND SEDIMENTBASIN.6" ORIFICE WHILEPOND IS IN USE ASBASIN08/20/2024 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS125125ASNOWDEN BRIDGE BLVDBASED ON A SEPARATEAPPROVED PLAN644646646644 64264 2 6 3 2 63 4 63 6 63 8 64 0 6326346366386406 3 2 6 3 2 632632646644642640640642644646 6446426406406406406 4 0 64063863863264264464 6648646644646648 648 644646648 6406 4 1 . 2 5 6 4 1 . 2 5 64 1 . 2 5 6 4 1 . 2 5 642642644IPIPIPIPLCGLCGS E C T I O N A A - 1 S E C T I O N A A - 2 TO STR #20ADA= 0.51AC.C=0.75TO STR #21ADA= 0.51AC.C=0.66TO STR #27DA= 0.32AC.C=0.78TO STR #26DA= 0.24AC.C=0.81TO STR #21BDA= 0.44AC.C=0.77TO STR #20DA= 0.15AC.IPTO STR #22DA= 0.86 AC.C=0.47TO STR #21DA= 0.11 AC.C=0.70GRANITE RIDGE DRIVE85' ROWGRANITE RIDGE DRIVE212221B21A252324OLEAND E R C O U R T 52' RO W603001530SCALE: 1 = 30 NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTEDWITH SOIL STABILIZATION BLANKETS (EC-2).2.WATER QUALITY FEATURES SHALL NOT BECONSTRUCTED UNTIL ALL UPSTREAM DRAINAGE ISFULLY STABILIZED WITH PERMANENT GROUNDCOVER.*STRUCTURES SIZED FOR FUTURE DEVELOPMENTMATCH LINE-SHEET 12 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 = 30 EROSION AND SEDIMENT CONTROL PLAN - PHASE IIMATCH LINE-SHEET 13MATCH LINE-SHEET 14 11Rev. No.Date 08/20/2024 PROPOSED PEDESTRIAN BRIDGEOVER STREAM (NO STREAMIMPACT PROPOSED)6' TRAIL6' TRAILPROP. RET. WALL(DESIGN BYOTHERS)SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS5:1 5:15:15:15:15:15:13:13:1 3:13:13:13:16066086106126146166186206226245965 9 4598600602604606608602604606608610612614616618620 622 624 610 612 614 616 618 620 622 624 620622624632628630626634622624620618617618620622624628630626632622624620618616614622 624 620 618 616 614618620622620614616618626626634620.5620.5625.5 625.5625. 5 6 25 .5619620.5620.5620.5620.5620.56066086106126146166186206226245965 9 4598600602604606608602604606608610612614616618620 622 624 610 612 614 616 618 620 622 624 620622624632628630626634622624620618617618620622624628630626632622624620618616614622 624 620 618 616 614618620622620614616618626626634620.5620.5625.5 625.5625. 5 6 25 .5619620.5620.5620.5620.5620.56066086106126146166186206226245965 9 4598600602604606608602604606608610612614616618620 622 624 610 612 614 616 618 620 622 624 620622624632628630626634622624620618617618620622624628630626632622624620618616614622 624 620 618 616 614618620622620614616618626626634620.5620.5625.5 625.5625. 5 6 25 .5619620.5620.5620.5620.5620.5640638632642644646 640628628628634636638638640642644644642642642644644642640640638636 636640638636642640642 642644642640638636634632630630 632 628 630 632 632 630 632 632630628634630.90630.90636 638638634632630632634636638644642644644 632630628625.5625.5619619619619619619619620624622622626628628624622622621621620IPIPIPIPIPIPIPIPIPIPIPIPIPIPLCGLCGLCGSE C T I O N A A - 2 SE C T I O N A A - 3TO STR #11ADA= 0.61AC.C=0.46TO STR #14DA= 0.23AC.C=0.77TO STR #12DA= 0.04 AC.C=0.67TO STR #12ADA= 0.25 AcC=0.77TO STR #16DA= 0.11 AC.C=0.56TO STR #17DA= 0.11AC.C=0.63TO STR #20ADA= 0.51AC.TO STR #19DA=0.25 AC.C=0.79TO STR #15DA=0.59 AC.C=0.69TO STR #14ADA=0.24 AC.C=0.79TO STR #16ADA= 0.51 AC.C=0.76TO STR #18DA=0.62 AC.C=0.71TO STR #17ADA=0.98 AC.C=0.56IPTO STR #20DA= 0.15AC.C=0.30IPIPIPOPIPTO STR #13DA= 0.12 AC.C=0.761701711721731741751761771012A11A121416A14A1517A18192020A221617131123SUNFLOWER WAY 52' ROW OLEANDER COURT52' ROWCARNATION WAY52' ROW 603001530SCALE: 1 = 30'NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2.WATER QUALITY FEATURES SHALL NOT BECONSTRUCTED UNTIL ALL UPSTREAM DRAINAGE ISFULLY STABILIZED WITH PERMANENT GROUND COVER.*STRUCTURES SIZED FOR FUTURE DEVELOPMENTMATCH LINE-SHEET 11MATCH LINE-SHEET 14151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 = 30'EROSION AND SEDIMENT CONTROL PLAN - PHASE II 12Rev. No.Date 08/20/2024 644646646646644646 64 6648646644646648 648 644648648648650 648646 6 4 6 64664464 6 648648 648 650 650648 650650650652654654656652650654656652652652652652650650 6486 4 8 650 650648648650650 648 65265265265 0 650650652654656652WWWIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPLCGLCGLCGSECTIO N A A - 1 SECTI O N A A - 2 TO STR #28DA= 0.25AC.C=0.82TO STR #27DA= 0.32AC.C=0.78TO STR #26HDA= 0.16AC.C=0.60TO STR #29ADA= 0.19AC.C=0.79TO STR #30BDA= 0.42AC.C=0.79TO STR #31DA= 0.13AC.C=0.68TO STR #32DA= 0.05AC.C=0.78TO STR #34DA= 0.29AC.C=0.50TO STR #35DA= 0.43AC.C=0.49TO STR #31ADA= 0.41AC.C=0.81TO STR #26IDA= 0.60AC.C=0.79TO STR #26DA= 0.24AC.C=0.81TO STR #26BDA= 0.37AC.C=0.52TO STR #30DA= 0.13AC.C=0.55TO STR #29DA= 0.09AC.C=0.79TO STR #30ADA= 0.36AC.C=0.47IPTO STR #33DA= 0.19ACC=0.36LAWFORD WAYWEBSTER COURTGRANITE RIDGE DRIVEVERMILLION LANE282929A3030B313233343531A26H2626A30A272526B2426IPENGUIN CREST DRIVE44' ROWGRANITE RIDGE DRIVE53' ROWZINNIA LA N E 52' ROW IPOLEAND E R C O U R T 52' RO W603001530SCALE: 1 = 30 MATCH LINE-SHEET 11MATCH LINE-SHEET 14 NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2.WATER QUALITY FEATURES SHALL NOT BECONSTRUCTED UNTIL ALL UPSTREAM DRAINAGE ISFULLY STABILIZED WITH PERMANENT GROUND COVER.*STRUCTURES SIZED FOR FUTURE DEVELOPMENT151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 = 30 EROSION AND SEDIMENT CONTROL PLAN - PHASE II 13Rev. No.Date0308/01/2024NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024 642644648 644646644 6426366386446426446466486466466486506506446466486506386326366346306286326406366346426446386466 4 8648 640 642 644 6 4 6 642 644 646 648 650644646648650650652650652652654652654654652 650650650652650650646650648646646 6446506486466506486466 5 0 650648654654652 650652654654654652652654656652654656652 654654 652 650652650652654654650 652648 652 652 652652652644642642640640650 648WWWWWWWWWWWIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPLCGLCGLCGSECTION AA-2 SECTION AA-3TO STR #35DA= 0.43AC.C=0.49TO STR #36DA= 0.56AC.C=0.47TO STR #26GDA= 0.71AC.C=0.78TO STR #14DDA= 0.15AC.C=0.65TO STR #14EDA= 0.61AC.C=0.79TO STR #14BDA= 0.11AC.C=0.76TO STR #14JDA= 0.39AC.C=0.76TO STR #14HDA= 0.21AC.C=0.83TO STR #26FDA= 0.33AC.C=0.75TO STR #26ADA= 0.29AC.C=0.75TO STR #26DA= 0.24AC.C=0.81TO STR #24ADA= 0.14AC.C=0.70TO STR #24BDA= 0.29AC.C=0.75TO STR #26EDA= 0.29AC.C=0.53TO STR #14GDA= 0.49AC.C=0.53TO STR #26DDA= 0.25AC.C=0.58TO STR #14F DA= 0.09AC. C=0.84 TO STR #14CDA= 0.08AC.C=0.69IPTO STR 26CDA= 0.04 AC.C=0.5714B14J24B24A353626G2614H14F14G14C14D26E14E26D2426FLOTUS BLOSSOM WAY 52' ROW SUNFLOWER WAY 52' ROW CARNATION WAY52' ROW GRANITE RIDGE DRIVE53' ROWPENGUIN CREST DRIVE44' ROWCARNATION WAY 603001530SCALE: 1 = 30 MATCH LINE-SHEET 13 MATCH LINE-SHEET 12NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2.WATER QUALITY FEATURES SHALL NOT BECONSTRUCTED UNTIL ALL UPSTREAM DRAINAGE ISFULLY STABILIZED WITH PERMANENT GROUND COVER.*STRUCTURES SIZED FOR FUTURE DEVELOPMENT151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 = 30 EROSION AND SEDIMENT CONTROL PLAN - PHASE II 14Rev. No.Date0308/01/2024NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024 MINIMUM CONSTRUCTION STANDARDSAn erosion and sediment control program adopted with this plan must be consistent withthe VSECH for 9VAC25-840-40 minimum standards:1.Permanent or temporary soil stabilization shall be applied to denuded areas withinseven days after final grade is reached on any portion of the site. Temporary soilstabilization shall be applied within seven days to denuded areas that may not be atfinal grade but will remain dormant for longer than 14 days. Permanent stabilizationshall be applied to areas that are to be left dormant for more than one year.2.During construction of the project, soil stock piles and borrow areas shall be stabilizedor protected with sediment trapping measures. The applicant is responsible for thetemporary protection and permanent stabilization of all soil stockpiles on site as wellas borrow areas and soil intentionally transported from the project site.3.A permanent vegetative cover shall be established on denuded areas not otherwisepermanently stabilized. Permanent vegetation shall not be considered establisheduntil a ground cover is achieved that is uniform, mature enough to survive and willinhibit erosion.4.Sediment basins and traps, perimeter dikes, sediment barriers and other measuresintended to trap sediment shall be constructed as a first step in any land-disturbingactivity and shall be made functional before upslope land disturbance takes place.5.Stabilization measures shall be applied to earthen structures such as dams, dikesand diversions immediately after installation.6.Sediment traps and sediment basins shall be designed and constructed based uponthe total drainage area to be served by the trap or basin.a.The minimum storage capacity of a sediment trap shall be 134 cubic yards per acreof drainage area and the trap shall only control drainage areas less than three acres.b.Surface runoff from disturbed areas that is comprised of flow from drainage areasgreater than or equal to three acres shall be controlled by a sediment basin. Theminimum storage capacity of a sediment basin shall be 134 cubic yards per acre ofdrainage area. The outfall system shall, at a minimum, maintain the structural integrityof the basin during a 100-year storm of 24-hour duration. Runoff coefficients used inrunoff calculations shall correspond to a bare earth condition or those conditionsexpected to exist while the sediment basin is utilized.7.Cut and fill slopes shall be designed and constructed in a manner that will minimizeerosion. Slopes that are found to be eroding excessively within one year ofpermanent stabilization shall be provided with additional slope stabilizing measuresuntil the problem is corrected.8.Concentrated runoff shall not flow down cut or fill slopes unless contained within anadequate temporary or permanent channel, flume or slope drain structure.9.Whenever water seeps from a slope face, adequate drainage or other protection shallbe provided.10.All storm sewer inlets that are made operable during construction shall be protectedso that sediment-laden water cannot enter the conveyance system without first beingfiltered or otherwise treated to remove sediment.11.Before newly constructed stormwater conveyance channels or pipes are madeoperational, adequate outlet protection and any required temporary or permanentchannel lining shall be installed in both the conveyance channel and receivingchannel.12.When work in a live watercourse is performed, precautions shall be taken to minimizeencroachment, control sediment transport and stabilize the work area to the greatestextent possible during construction. Nonerodible material shall be used for theconstruction of causeways and cofferdams. Earthen fill may be used for thesestructures if armored by nonerodible cover materials.13.When a live watercourse must be crossed by construction vehicles more than twice inany six-month period, a temporary vehicular stream crossing constructed ofnonerodible material shall be provided.14.All applicable federal, state and local requirements pertaining to working in orcrossing live watercourses shall be met.15.The bed and banks of a watercourse shall be stabilized immediately after work in thewatercourse is completed.16.Underground utility lines shall be installed in accordance with the following standardsin addition to other applicable criteria:a.No more than 500 linear feet of trench may be opened at one time.b.Excavated material shall be placed on the uphill side of trenches.c.Effluent from dewatering operations shall be filtered or passed through an approvedsediment trapping device, or both, and discharged in a manner that does notadversely affect flowing streams or off-site property.d.Material used for backfilling trenches shall be properly compacted in order tominimize erosion and promote stabilization.e.Restabilization shall be accomplished in accordance with this chapter.f.Applicable safety requirements shall be complied with.17.Where construction vehicle access routes intersect paved or public roads, provisionsshall be made to minimize the transport of sediment by vehicular tracking onto thepaved surface. Where sediment is transported onto a paved or public road surface,the road surface shall be cleaned thoroughly at the end of each day. Sediment shallbe removed from the roads by shoveling or sweeping and transported to a sedimentcontrol disposal area. Street washing shall be allowed only after sediment is removedin this manner. This provision shall apply to individual development lots as well as tolarger land-disturbing activities.18.All temporary erosion and sediment control measures shall be removed within 30days after final site stabilization or after the temporary measures are no longerneeded, unless otherwise authorized by the VESCP authority. Trapped sediment andthe disturbed soil areas resulting from the disposition of temporary measures shall bepermanently stabilized to prevent further erosion and sedimentation.19.Properties and waterways downstream from development sites shall be protectedfrom sediment deposition, erosion and damage due to increases in volume, velocityand peak flow rate of stormwater runoff for the stated frequency storm of 24-hourduration in accordance with the following standards and criteria. Stream restorationand relocation projects that incorporate natural channel design concepts are notman-made channels and shall be exempt from any flow rate capacity and velocityrequirements for natural or man-made channels:a.Concentrated stormwater runoff leaving a development site shall be dischargeddirectly into an adequate natural or man-made receiving channel, pipe or storm sewersystem. For those sites where runoff is discharged into a pipe or pipe system,downstream stability analyses at the outfall of the pipe or pipe system shall beperformed.b.Adequacy of all channels and pipes shall be verified in the following manner:(1)The applicant shall demonstrate that the total drainage area to the point of analysiswithin the channel is one hundred times greater than the contributing drainagearea of the project in question; or(2)(a) Natural channels shall be analyzed by the use of a two-year storm to verify thatstormwater will not overtop channel banks nor cause erosion of channel bed orbanks.(b)All previously constructed man-made channels shall be analyzed by the use ofa 10-year storm to verify that stormwater will not overtop its banks and by theuse of a two-year storm to demonstrate that stormwater will not cause erosionof channel bed or banks; and(c)Pipes and storm sewer systems shall be analyzed by the use of a 10-yearstorm to verify that stormwater will be contained within the pipe or system.c.If existing natural receiving channels or previously constructed man-made channelsor pipes are not adequate, the applicant shall:(1)Improve the channels to a condition where a 10-year storm will not overtop thebanks and a two-year storm will not cause erosion to the channel, the bed, or thebanks; or(2)Improve the pipe or pipe system to a condition where the 10-year storm iscontained within the appurtenances;(3)Develop a site design that will not cause the pre-development peak runoff ratefrom a two-year storm to increase when runoff outfalls into a natural channel or willnot cause the pre-development peak runoff rate from a 10-year storm to increasewhen runoff outfalls into a man-made channel; or(4)Provide a combination of channel improvement, stormwater detention or othermeasures which is satisfactory to the VESCP authority to prevent downstreamerosion.d.The applicant shall provide evidence of permission to make the improvements.e.All hydrologic analyses shall be based on the existing watershed characteristics andthe ultimate development condition of the subject project.f.If the applicant chooses an option that includes stormwater detention, he shall obtainapproval from the VESCP of a plan for maintenance of the detention facilities. Theplan shall set forth the maintenance requirements of the facility and the personresponsible for performing the maintenance.g.Outfall from a detention facility shall be discharged to a receiving channel, andenergy dissipators shall be placed at the outfall of all detention facilities as necessaryto provide a stabilized transition from the facility to the receiving channel.h.All on-site channels must be verified to be adequate.i.Increased volumes of sheet flows that may cause erosion or sedimentation onadjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipesystem, or to a detention facility.j.In applying these stormwater management criteria, individual lots or parcels in aresidential, commercial or industrial development shall not be considered to beseparate development projects. Instead, the development, as a whole, shall beconsidered to be a single development project. Hydrologic parameters that reflect theultimate development condition shall be used in all engineering calculations.k.All measures used to protect properties and waterways shall be employed in amanner which minimizes impacts on the physical, chemical and biological integrity ofrivers, streams and other waters of the state.l.Any plan approved prior to July 1, 2014, that provides for stormwater managementthat addresses any flow rate capacity and velocity requirements for natural orman-made channels shall satisfy the flow rate capacity and velocity requirements fornatural or man-made channels if the practices are designed to (i) detain the waterquality volume and to release it over 48 hours; (ii) detain and release over a 24-hourperiod the expected rainfall resulting from the one year, 24-hour storm; and (iii)reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hourstorms to a level that is less than or equal to the peak flow rate from the siteassuming it was in a good forested condition, achieved through multiplication of theforested peak flow rate by a reduction factor that is equal to the runoff volume fromthe site when it was in a good forested condition divided by the runoff volume fromthe site in its proposed condition, and shall be exempt from any flow rate capacity andvelocity requirements for natural or man-made channels as defined in any regulationspromulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.m.For plans approved on and after July 1, 2014, the flow rate capacity and velocityrequirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied bycompliance with water quantity requirements in the Stormwater Management Act (§62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless suchland-disturbing activities are in accordance with 9VAC25-870-48 of the VirginiaStormwater Management Program (VSMP) Regulation or are exempt pursuant tosubdivision C 7 of § 62.1-44.15:34 of the Act.n.Compliance with the water quantity minimum standards set out in 9VAC25-870-66 ofthe Virginia Stormwater Management Program (VSMP) Regulation shall be deemedto satisfy the requirements of this subdivision 19.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) daysafter final grade is reached on any portion of the site. Temporary soil stabilization shall be appliedwithin seven (7) days to denuded areas that may not be at final grade but will remain dormant forlonger than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are tobe left dormant for more than one year.Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/ortemporary vegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seededand mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediatelyafter constructionErosion control mats shall be installed over steep (3:1) cut and fills slope which have been broughtto 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 aspossible.The site superintendent shall be responsible for the installation and maintenance of all erosion andsediment control measures. Maintenance of these measures throughout the project is critical to theeffectiveness of the program.After areas above controls have been stabilized, the controls shall be cleaned up and removed.Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted,seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open atany one time.All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.Drainage swales shall be stabilized with check dams until vegetation has been well established, atwhich time the check dams shall be removed.Devices listed above are considered minimum erosion and sediment controls. Additional controlmeasures may be necessary due to contractor phasing or other unforeseen conditions. It is thecontractor's responsibility to provide additional measures to those shown, as needed, in order tocontrol erosion and contain sediment on site. All measures shall be installed according to thestandards and specifications in the Virginia Erosion and Sediment Control Handbook.Stormwater Management:Increased runoff from this development will be controlled by the Project's stormwater managementfacilities.(See SWM report)Maintenance Program:Inspections shall be conducted at a frequency of at least one every (4) business days or at leastone every (5) business days and no later that 24-hours following a measurable storm event. In theevent that a measurable storm event occurs when there are more than 24-hours between businessdays, the inspection shall be conducted on the next business day. A measurable rain storm event isdefined as 0.25 inches of rainfall over a 24-hour period in accordance with 9VAC25-880-1. Anydamaged structural measures are to be repaired by the end of the day. Seeded areas shall bechecked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilizedand re-seeded as needed until grass is established.Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of byspreading on site.Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged bysediment, it shall be removed and cleaned or replaced immediately.The contractor is responsible for keeping existing public roads in a clean, dust and mud free,condition at all times.Erosion and sediment control program:Phase I1.Hold pre-construction meeting on site with inspector.2.Install construction entrance.3.Clearing and grubbing for placement of sediment control devices only.4.Obtain inspector's approval prior to beginning grading operations.5.Clear and grub main area of site protected by installed E&S controls.Phase II6.Rough grade remainder of site.7.Install drainage devices with sediment control.8.Final grading.9.Restoration and stabilization of disturbed areas.10.Remove erosion and sediment control measures with the approval of the inspector. ALL areasto be stabilized 100% prior to installation of water quality BMPs.Note: The Frederick County Public Works and Engineering Department retain the right to addand/or modify these erosion and sediment control measures during the construction process,within reason, to ensure adequate protection to the public and the environment.Seeding schedule (soil stabilization):1.All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.2.Spread topsoil at a minimum depth of four (4) inches.3.Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000square feet (2 tons per acre).4.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red TopClover.6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored withcutback or emulsified asphalt applied at a rate of 200 gallons per acre.Dust control:1.Temporary seeding shall be applied to all disturbed areas subject to little or no constructiontraffic.2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface iswet and repeated as needed to control dust.VARIANCE REQUEST - COMPOST FILTER SOCK:We are requesting the use of an alternative erosion and sediment control measures that is notlisted in the Virginia Erosion and Sediment Control Handbook.1.Filtrexx - Compost Filter Sock: Compost filter sock is equivalent to silt fence, see detail onsheet 20. This will allow for less disturbance since it can be installed on the surface andrequires no excavation.SNOWDEN BRIDGE, SECTION AA-2 EROSION AND SEDIMENTCONTROL NARRATIVEDescription: The Project development will consist of the construction of a mix of both Active AdultSingle Family homes and Townhouse units with related utilities and road construction. The propertyis zoned R4 and is located on the south side of Snowden Bridge Boulevard approximately 0.9 mileseast of US Route 11 in Frederick County Virginia. This development will be in conjunction with thecompletion of Snowden Bridge Boulevard by separate plan. The Overall E&S Phase I sheet depictscontrols for Section AA-2. SWM was designed for sections AA-1 and AA-2 as well as completion ofthe Boulevard.This plan is for the AA-2 section. This section consists of 24 Single Family, 30 Duplex and 94Townhouse Active Adult units, with related utilities and road construction. 26.10 acres will bedisturbed for construction of Section AA-2 which includes areas in E&S and SWM installation.Date of construction: Construction may begin following plan approval and the submission andapproval of all required Slope Stability Analyses. The project will take approximately twelve (12)months to complete.Existing site conditions: The proposed site is vacant, former agricultural lands comprised ofsuccessional vegetation. The northern and northeastern portions of the site drain directly to HiattRun. The southern portion of the site drains to Lick Run, a tributary to Hiatt Run, and to anotherunnamed tributary of Hiatt Run.Adjacent areas: The site is bounded on the north by residential zoned property. Bounded on thewest by a industrial/commercial zoned property. Bounded to the south by Residential zonedproperty. 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 soilsmap this sheet.Critical areas: Delineated stream/wetlands, floodplain, steep slopes and runoff reduction complianceforest/open space as shown on the plans, are designated as critical areas. Disturbance around allcritical areas should be kept to a minimum and protected by the E&S control measures and safetyfence as shown on the plan. There are also existing underground utilities in the area (sanitary andgas), contractor to test pit and coordinate any relocation needs with respective utility provider andengineer.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structuralerosion and sediment control measures shall be constructed and maintained according to theminimum 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 minimizesediment carried onto roadway.Install silt fence (3.05) and super silt fence as shown on the plans to intercept and detain smallamounts of sediment from disturbed areas during construction in order to prevent sediment fromleaving the site.Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering stormdrainage systems prior to permanent stabilization of the disturbed area.Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sedimentfrom entering, accumulating in and being transferred by the culvert prior to permanent stabilizationof the disturbed area.Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to thesediment trapping structures.Install Temporary Sediment Traps (3.13) as shown on plans to detain sediment-laden runoff fromsmall 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 fromdisturbed 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 concentratedstormwater 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 (3:1or 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 fillsslope 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 fullystabilized.Phase II:Phase I controls shall remain into Phase II for the duration of the project or until drainage area isstabilized 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 dikeand 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 (3:1or greater) and as needed to stabilize disturbed areas.BMPs shall not be installed until their respective drainage area is completed and fully stabilized.151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/AEROSION AND SEDIMENT CONTROL NARRATIVE 15Rev. No.Date 08/20/2024 102101100FLOWFLOW2"x2" WOODEN STAKESPLACED @ 10' O.C.COMPOST FILTERSOCKEXISTINGCONTOURSUNDISTURBED AREAPLAN VIEWCOMPOST FILTERSOCK2" x 2" WOODEN STAKESPLACED @ 10' O.C.BLOWN / PLACEDFILTER MEDIAUNDISTURBED AREADISTURBED AREASECTION VIEWNOTES:1.COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCKSHALL BE EXTENDED AT LEAST 8' UP SLOPE AT 45° TO THE MAIN SOCK ALIGNMENT.2.TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.3.ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHTOF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.4.SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALLBE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURSOF INSPECTION.5.BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKSAFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'SRECOMMENDATIONS.6.UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THESOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESHSHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.7.COMPOST SHALL MEET THE FOLLOWING STANDARDS OR APPROVED MANUFACTURER'SRECOMMENDATIONS.ORGANIC MATTER CONTENTORGANIC PORTIONPhMOISTURE CONTENTPARTICLE SIZESOLUBLE SALT CONCENTRATION80% - 100% (DRY WEIGHT BASIS)FIBROUS AND ELONGATED5.5 - 8.035% - 55%98% PASS THROUGH 1" SCREEN5.0 dS MAXIMUMCOMPOST FILTER SOCKDISTURBED AREA12" MIN.TABLE 4.2Material Type3 mil HDPE5 mil HDPE5 mil HDPEMulti-FilamentPolypropylene(MFPP)Heavy DutyMulti-FilamentPolypropylene(HDMFPP)MaterialCharacteristicsPhoto-degradablePhoto-degradableBio-degradablePhoto-degradablePhoto-degradable12"18"24"32"12"18"24"32"12"18"24"32"12"18"24"32"12"18"Sock DiametersMesh Opening3/8"3/8"3/8"3/8"1/8"Textile Strength26 psi26 psi44 psi202 psi100% at1000 hr.100% at1000 hr.23% at1000 hr.23% at1000 hr.UltravioletStability %Original Strength(ASTM G-155)2 years1 year6 months9 months6 monthsMinimumFunctionalLongevityTwy-ply systemsInner Containment NettingComposite Polypropylene Fabric(Woven layer & non-woven fleecemechanically fused via needle punch)HDPE biaxial netContinuously woundFusion-welded junctures3/4" x 3/4" Max. aperture sizeOuter Filtration Mesh3/16" Max. aperture sizeSock fabrics composed of burlap may be used on projects lasting 6 months or less.Table 4.1COMPOST SOCK FABRIC MINIMUM SPECIFICATIONSFiltrexx & JMD151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/AEROSION AND SEDIMENT CONTROL DETAILS 16Rev. No.Date 08/20/2024 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/AEROSION AND SEDIMENT CONTROL DETAILS 17Rev. No.Date 08/20/2024 110114A1141131-21-1C1C21AOFFSITE1BOFFSITE1C1D2AOFFSITE2B3AOFFSITE3C3B3E3DOFFSITE4B4A4C4D2OFFSITE4E2OFFSITE4D4E4A2OFFSITEAA2OFFSITEBAA2OFFSITE4C2OFFSITEST8DY 3OINT 1ST8DY 3OINT 2ST8DY 3OINT 3ST8DY 3OINT ST8DY 3OINT ST8DY 3OINT 4ST8DY 3OINT DISCHA5GE TO ADE48ATEO8TFALL 1 58LE12.3 AFUHV 14 AFUHV = 0.211 :LQG\ HLOO LDQH :LQFKHVWHU 9LUJLQLD 2202 THOHSKRQH: 40 2-41 FD[: 40 22-2 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE59ING 9I5GINIA :EST 9I5GINIA OFFICES IN: :INCHESTE5 9A 0A5TINSB85G :9 STONE:ALL 0AGISTE5IAL DIST5ICT F5EDE5IC. 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CO8NTY 9I5GINIATC=-=S692760BSTE3HENSON 9ILLAGE II SECTION AA-206172024SCALE: 1" = 200'20002004001" = 200'19STO50:ATE5 0ANAGE0ENT 3LAN 3OST-DE9ELO30ENT3OST-DE9ELO30ENT D5AINAGE3OST-DE9ELO30ENT D5AINAGE:TKH SRVW-GHYHORSPHQW FRQGLWLRQV LQFOXGH VLQJOH IDPLO\ KRXVHV WRZQKRPHV S:0 B03'V UHFUHDWLRQDO DPHQLWLHV DVVRFLDWHGSDUNLQJ WUDYHO ZD\V DQG XWLOLWLHV DQG WKH FRPSOHWLRQ RI SQRZGHQ BULGJH BRXOHYDUG.:DWHU 4XDQWLW\: CKDQQHO 3URWHFWLRQ ZDV DFKLHYHG WKURXJK WKH XVH RI B03'V DQG S:0 IDFLOLWLHV IRU VWXG\ SRLQWV 1-6. SWXG\ SRLQW7 GLVFKDUJHV DV VKHHW IORZ LQ ERWK WKH SUH DQG SRVW FRQGLWLRQ DQG WKH SRVW GUDLQDJH DUHD KDV EHHQ UHGXFHG WR HQVXUH LQFUHDVHGYROXPHV IURP VKHHW IORZ KDYH QR QHJDWLYH GRZQVWUHDP HIIHFWV WKLV PHHWV VWDQGDUGV IRU FKDQQHO DQG IORRG SURWHFWLRQ. SWXG\ SRLQW8 LV DQ DGHTXDWH RXWIDOO ORFDWLRQ EDVHG RQ WKH 1% UXOH IRU GUDLQDJH DUHD DQG LV ZLWKLQ WKH HLDWW 5XQ FE0A IORRG KD]DUG DUHD12.53 AFUHV 5145 AFUHV = 0.2%. SWXG\ 3RLQW 1 KDV D SRVW GHYHORSPHQW GUDLQDJH DUHD RI 43.44 DFUHV. 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TKHUHPDLQLQJ UHTXLUHG UHGXFWLRQ ZLOO EH DFKLHYHG E\ SXUFKDVLQJ 23.91 OE\U IURP DQ RIIVLWH QXWULHQW EDQN.SITE BO8NDA5Y ONSITE-OFFSITE DI9IDED5AINAGE A5EA LABELSD5AINAGE DI9IDESD5AINAGE A5EAS TO35O3OSED S:0 FACILITIESS:0 LEGEND1AD5AINAGE A5EA TOADE48ATE CHANNEL ANDO8TFALL AT 1% 58LETF FLO:3ATH:ETLAND 0ITIGATION A5EA5I3A5IAN B8FFE5:ATE5 48ALITYCONSE59ATION EAS0ENTDELINEATED :ETLANDSS:0 NOTE:SWHSKHQVRQ 9LOODJH II LV D ODUJH UHVLGHQWLDOGHYHORSPHQW. AV WKH SURMHFW LV RQH SODQ RI FRPPRQGHYHORSPHQW WKH S:0 GHVLJQ DQG SODQ ZLOOFRQWLQXDOO\ EH XSGDWHG WR LQFRUSRUDWH WKH FRQWLJXRXVVHFWLRQV RI WKH GHYHORSPHQW. TKLV DSSURDFK DOORZV IRUD PRUH FRPSUHKHQVLYH VWRUPZDWHU DSSURDFK. AW WKLVWLPH SQRZGHQ BULGJH BOYG 2 DQG SHFWLRQ AA-1 KDYHEHHQ DSSURYHG. SHFWLRQ AA-3 DV UHIOHFWHG RQ WKHS:0 VKHHWV LQ WKLV SODQ LV FXUUHQWO\ XQGHU GHVLJQ.TKLV FRPSUHKHQVLYH TXDQWLW\ DQG TXDOLW\ DQDO\VLVZLWKLQ WKLV SODQ VXSHUFHGHV WKH SHFWLRQ AA-1 GHVLJQSODQ DQG WKH SQRZGHQ BULGJH BOYG 2 GHVLJQ SODQ. AVHDFK VHFWLRQ LV GHVLJQHG DQG DSSURYHG WKH ODWHVWVHFWLRQ ZLOO KDYH WKH FRPSUHKHQVLYH S:0 SODQ IRUWKH GHYHORSPHQW ZLWK UHOHYDQW XSGDWHV.08/20/2024 PROPOSED PEDESTRIAN BRIDGEOVER STREAM (NO STREAMIMPACT PROPOSED)6' TRAIL6' TRAILPROP. RET. WALL(DESIGN BYOTHERS)WWWXXXXXXXXXXXXXXXXX WWWWWWWWWWWWWWWWWWARVB31B32F20B35F14F13F5F15E0E2E3E429+82.3631+0032+0033+0034+0035+0036+0037+0010+00 11+00 12+0 0 13+0 0 14+0 0 15+0 010+0018+95.6620+0021+0022+0023+0024+0025+0026+0030307374104 104 398 3993031 30 30 454682 82 9594215215STOP SIGNSTREET LIGHTSTREET SIGNSTREET SIGNSTOPSIGNSTREETLIGHTSTREETSIGNSTOPSIGNSTOPSIGNSTREETLIGHTSTREET SIGNSTREETLIGHTSTREETSIGNSTOPSIGN16' TY P . 16' TY P . 16' TY P . 16' TY P . 16' TY P . 16' TY P . 16' TY P . 16' TY P .16' TYP.16' TYP.16' TYP.16' TYP.16' TYP. 16' TY P . 16' TY P . 16' TY P .16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.34' 54' 34' 54' 27' 47' 26' 46' 26' 46'32'52'34'32'52'STORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CS E 5' CS E 5' CS E 5' CS E 5' CS E 5' CS E CLASS 1 RIP RAPCLASS 1RIP RAPAUTOMATIC GATE FORRESIDENTS (NO KEYPAD)AUTOMATICGATE FOR EXITE1FREDERICK WATER ESMTFREDERICKWATER ESMTFREDERICKWATER ESMTFREDERICKWATER ESMTFREDERICKWATER ESMTFREDERICKWATER ESMT54'10+0011+0012+0013+0014+00 15+0 0 16+0 0 17+0 0 18+0 0 19+0 0 20+00 21+0022+0023+00 GUARDRAILBMP #11STORM DRAINAGEESMT.BMP #9BMP #14STORMDRAINAGEESMT.7.55.66.26.26.36.36.36.36.46.56.58.08.07.17.97.57.97.57.97.57.96.57.86.6 8.0 2.5 3.4 8.0 7.8 8.0 7.5 6.8 6.1 6.9 3.6 5.8 3.8 2.7 3.1 3.1 2.8 5.3 3.2 5.4 3.7 2.1 5.3 2.6 3.6 4.5 2.2 3.1 4.9 3.3 2.9 4.0 5.4 6.8 8.7 8.8 10.1 8.9 9.1 9.2 9.4 9.1 4.4 5.6 3.5 4.3 5.2 2.9 3.8 3.0 3.3 4.3 2.8 2.6 3.5 4.9 5.3 4.0 3.5 3.0 3.1 3.5 2.8 4.1 3.3 6.9 4.8 2.9 3.3 2.9 3.6 5.9 3.7 2.8 5.0 3.6 8.06.86.66.46.56.96.95.85.55.34.86.5 5.3BMP 1WET POND LVL 2(POND 1)BMP 2BIORETENTION LVL 2BMP 3BIORETENTION LVL 2BMP 5WET POND LVL 1(POND 2)BMP 4BIORETENTIONLVL 2BMP 7WET POND LVL 1(POND 4)BMP 6BIORETENTIONLVL 2WQ CONSERVATION ESMNT. #2WQCONSERVATIONESMNT. #1650650650650 6406206206306306406306 3 0 630650660660650650640 650640630640640640 640 640630 640630620610630620610600600BMP 8BIORETENTIONLVL 2BMP 14BIORETENTIONLVL 2B M P 1 3 BI O R E T E N T I O N L V L 2W/ E D C E L L B M P 1 1 BI O R E T E N T I O N L V L 2 D E T E N T I O N P O N D N O W Q C R E D I T ( P O N D 7 ) B M P 9 BI O R E T E N T I O N L V L 2 W Q C O N S E R V A T I O N E S M N T . # 3640 650650650650650640640650650640640 63 0 630 65064 0 6 3 0 6 5 0 650620600590600620650 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024Rev. No.Date SCALE: 1" = 100'100010020020VRRM 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 DIVIDEMATCHLINE NEXT SHEETWETLAND MITIGATION AREARIPARIAN BUFFERDELINEATED WETLANDSSITE BOUNDARY1" = 100'WATER QUALITY BMP MAP MATCHLINE NEXT SHEETSWM 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 AA-3 asreflected on the SWM sheets in this plan is currently under design. This comprehensive quantity and quality analysis within this plansupercedes the Section AA-1 design plan and the Snowden Bridge Blvd 2 design plan. As each section is designed and approvedthe latest section will have the comprehensive SWM plan for the development with relevant updates.08/20/2024 PROPOSED PEDESTRIAN BRIDGEOVER STREAM (NO STREAMIMPACT PROPOSED)6' TRAIL6' TRAILPROP. RET. WALL(DESIGN BYOTHERS)XX X X X XXXXXXXXXXXXXSSS3-23-13-3WWWWWWWWWWWWWWWWWWWB31B32F20F13F12F21F11F10F9F18F19F8F7F6F5F15F4F3F2F1E0E2E3E419°45°13°48°92°42°16°31+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0010+00 11+00 12+0013+0014+0015+0016+0017+0010+0011+0012+0013+0024+0025+0026+0027+0028+0029+0010+00 11+00 12+00 13+00 14+00 15+0010+0011+0012+001111104 1041111 398 39930313030454682821717474795942152152626STOP SIGNSTREET LIGHTSTREET SIGNSTREET SIGNSTOPSIGNSTREETLIGHTSTREETSIGNSTOPSIGNSTREET LIGHTSTREET SIGNSTOPSIGNSTOPSIGNSTREETLIGHTSTREET SIGNSTREETLIGHTSTREETSIGNSTOPSIGNSTREET LIGHTSTOP SIGNSTREETSIGNSTREETLIGHTSTREETSIGNSTOPSIGN16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.16' TYP.34'54'34'54'27'47'27'47'32'52'27'47'27'46'26'46'26'46'34'32'52'16'18'32'54'STORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSECLASS 1 RIP RAPCLASS 1RIP RAPAUTOMATIC GATE FORRESIDENTS (NO KEYPAD)AUTOMATICGATE FOR EXITE1FREDERICKWATER ESMTFREDERICKWATER ESMTFREDERICKWATER ESMTFREDERICKWATER ESMTFREDERICKWATER ESMTFREDERICKWATER ESMTFREDERICKWATER ESMTFREDERICKWATER ESMTFREDERICKFREDERICKWATER ESMTFREDERICKWATER ESMT54'STORMDRAINAGEESMT.STORMDRAINAGEESMT.10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00 PROP. RET. WALL(DESIGN BY OTHERS)PROP. RET. WALL(DESIGN BY OTHERS)GUARDRAILSECTION AA-3FUT SECTIONAA-4SECTION AA -3FUT SECT ION AA -4BMP #11F17F1611 11 STORM DRAINAGEESMT.BMP #9BMP #13BMP #12STORMDRAINAGEESMT.10' TRAILSTORMDRAINAGEESMT.STORMDRAINAGEESMT.7.55.66.26.26.36.36.36.36.46.56.58.08.07.17.97.57.97.57.97.57.96.57.86.68.02.53.47.56.86.16.93.65.83.82.73.13.12.85.33.25.43.72.13.04.82.93.97.07.88.78.58.57.86.58.47.26.02.83.54.05.46.88.78.810.18.99.19.29.49.18.77.07.79.04.05.54.24.03.53.03.13.52.84.13.36.94.82.93.32.93.65.93.72.85.03.64.72.64.03.84.93.14.18.07.96.99.08.28.46.78.06.27.57.67.57.56.96.67.08.45.34.03.03.14.25.26.37.86.07.06.86.66.46.56.96.95.85.55.34.84.03.83.02.66.58.08.66.55.83.09.35.23.55.3EXISTING CONSERVATION EASEMENTBMP 7WET POND LVL 1(POND 4)BMP 6BIORETENTIONLVL 2WQ CONSERVATION ESMNT. #2BMP 15JELLYFISH FILTER ORAPPROVED EQUIV.620620630630640630620610630620610600600620 6 3 0 6 2 0 6105605705805905605705805906106005906005 8 0 5 9 0600BMP 13BIORETENTIONLVL 2W/ ED CELLBMP 11BIORETENTIONLVL 2BMP 12BIORETENTIONLVL 2DETENTION PONDNO WQ CREDIT(POND 7)DETENTION PONDNO WQ CREDIT(POND 6)BMP 10WET POND LVL 1(POND 6)BMP 9BIORETENTIONLVL 2WQ CONSERVATION ESMNT. #3640640640630630650640630650620600590600620650650640640650650650 650650640630 620620630610610620640650 21151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024Rev. No.Date SCALE: 1" = 100'1000100200NOTES:1.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA SHOWN HEREON SHALL BEMAINTAINED IN A FOREST/OPEN SPACE MANNER UNTIL SUCH TIME THAT AN AMENDED SWM PLAN ISAPPROVED BY THE VSMP AUTHORITY.2.THE PROTECTED FOREST/OPEN FOR RUNOFF REDUCTION COMPLIANCE SHALL REMAIN IN ANATURAL, VEGETATED STATE. HOWEVER THE FOLLOWING ACTIVITIES ARE ALLOWED: FORESTMANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVERECREATION (TRAILS), LIMITED BRUSH HOGGING.3.ALL AREAS THAT WILL ARE CONSIDERED FOREST/OPEN SPACE FOR RUNOFF REDUCTION SHALL BEPROTECTED WITH DOCUMENTATION THAT PRESCRIBES THE AREA WILL REMAIN IN A NATURAL,VEGETATED STATE. APPROPRIATE DOCUMENTATION INCLUDES: SUBDIVISION COVENANTS ANDRESTRICTIONS, DEEDED OPERATION AND MAINTENANCE AGREEMENTS AND PLANS, PARCEL OFCOMMON OWNERSHIP WITH MAINTENANCE PLAN, THIRD PARTY PROTECTIVE EASEMENTS, WITHINPUBLIC RIGHT-OF-WAY OR EASEMENT WITH MAINTENANCE PLAN, OR OTHER DOCUMENTATIONAPPROVED BY THE LOCAL PROGRAM AUTHORITY.MATCHLINE PREV. SHEET VRRM 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.)SITE BOUNDARYSOIL GROUPSOIL GROUP LETTERPOST DEVELOPMENT DIVIDEWETLAND MITIGATION AREARIPARIAN BUFFERDELINEATED WETLANDS1" = 100'WATER QUALITY BMP MAP MATCHLINE PREV. SHEET SWM NOTE:Stephenson Village II is a large residential development. As the project is one plan of common development theSWM design and plan will continually be updated to incorporate the contiguous sections of the development.This approach allows for a more comprehensive stormwater approach. At this time Snowden Bridge Blvd 2 andSection AA-1 have been approved. Section AA-3 as reflected on the SWM sheets in this plan is currently underdesign. This comprehensive quantity and quality analysis within this plan supercedes the Section AA-1 designplan and the Snowden Bridge Blvd 2 design plan. As each section is designed and approved the latest sectionwill have the comprehensive SWM plan for the development with relevant updates.08/20/2024 22151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024Rev. No.Date 1" = 100'WATER QUALITY VRRM COMPUTATIONS BLVD, AA1, AA2 VRRM SUMMARYAA3 VRRM SUMMARYSWM NOTE:Stephenson Village II is a large residential development. As theproject is one plan of common development the SWM designand plan will continually be updated to incorporate thecontiguous sections of the development. This approach allowsfor a more comprehensive stormwater approach. At this timeSnowden Bridge Blvd 2 and Section AA-1 has been approved.Section AA-3 as reflected on the SWM sheets in this plan iscurrently under design. This comprehensive quantity and quality analysiswithin this plan supercedes the Section AA-1 design plan and the SnowdenBridge Blvd 2 design plan. As each section is designed andapproved the latest section will have the comprehensive SWMplan for the development with relevant updates.08/20/2024 SSS SSSSS WWW18+00BMP #8 - BIORETENTION LEVEL 2PRETREATMENTCELL4" PERF SCH40 PVC UD5:1 MAX 5:1 MAX3900SS3900SS4000GAB4000GAB650642644642640642644 641.25CO (TYP)WYE (TYP)12' GABION,SEE DETAIL4' RISER W/TRASH RACKTOP = 640.00CLASS A1RIPRAP4' RISER W/TRASH RACKTOP = 640.21641.25641.25641.25407522236406404055TOP3950TOPMEDIA3500INV639 B6SSSSSSSS 2490INV11ABMP #6 - BIORETENTION LEVEL 2PRETREATMENT CELL 4" PERF SCH 40 PVC UD5:1 MAX2900SS2900SS3090SS3090SS3050GABCO (TYP)8' GABION, SEE DETAIL24" NYLO WITHDOME GRATETOP = 629.90634632628628630626628632632630 632 628 630630632628.96' PRIVATE TRAIL630MEDIA5:1 MAXWATER 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 & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024Rev. No.Date NYLOPLAST AND RISER STRUCTURE NOTES:·ALL RISER STRUCTURES TO HAVE DOME STYLE TRASH RACKSINSTALLED·ALL NYLOPLAST STRUCTURES TO HAVE DOME GRATESINSTALLED UNLESS OTHERWISE SPECIFIED·WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTED UNTIL ALLUPSTREAM DRAINAGE IS FULLY STABILIZED WITH PERMANENT GROUNDCOVER.·ALL ENGINEERED MEDIA BED AREAS SHALL BE PROTECTED WITH SILTFENCE UPON COMPLETION OF WATER QUALITY SWALE CONSTRUCTIONAND SHALL REMAIN GRASS OR SOD.·FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR.·SEE LANDSCAPE PLAN FOR PLANTINGS.·ALL WATER QUALITY MEASURES SHALL BE INSPECTED AND CERTIFIEDBY A PROFESSIONAL ENGINEER DURING CONSTRUCTION.AS SHOWN402001020SCALE: 1" = 20'402001020SCALE: 1" = 20'BMP #6 MATERIAL CROSS SECTIONNTSBMP #8 MATERIAL CROSS SECTIONNTSGABION WALL PRETREATMENT CELLNOT TO SCALE3'EXPOSEDHEIGHTVARIES (SEEPLAN)MIN.BURIEDDEPTH 0.5'PRETREATMENTCELLPROPOSEDGRADE/BIORETENTION2' MINGRAVELDIAPHRAGMIMPERMEABLELINER(GEOMEMBRANE)1'CLEAN WASHED GRAVEL(#1 STONE)GABIONBASKET, VDOTCL A1 RIP RAPINSIDEGABIONBASKET1' MIN.1' MIN.0.5'MIN.PROPOSEDGRADEFRONT VIEWSIDE VIEWGABION BASKET HEIGHT = 12", 18", 24" OR 36"4" PVC SCREW CAPON GRADE4" PVCNON-PERFORATEDSTANDPIPEUSE 45° WYE AND FITTING OREQUIVALENT DIRECTIONAL CLEANOUTTO CONNECT UNDER DRAIN TOSTANDPIPE4" PVC CLEANOUT DETAILGEOTEXTILEFABRICENGINEERED SOIL LAYER6" MIN. GRAVEL LAYER4" PERFORATEDCORRUGATEDUNDERDRAIN2308/20/2024 SSSSSSSSSSSSSSSWMWMWMSS SSW SS SS SS SS SSSS SSSS SS SSWWGARAGEGARAGE5' CSELOT 2129LOT 212810+007.5%7.4%7.5%7.4%FF=637.70BF=628.50WOFF=637.15BF=627.95WOSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS"A"SPILLWAY 1CL 1 RIP RAPARMORINGCL 1 RIP RAP8' TOP = 625.50SCS 250 BY NA GREENOR APPROV. EQUIV. ONEMERGENCY SPILLWAYELEV=624.0012' TOP = 625.5012' T O P = 6 2 5 . 5 06.0' TOP = 622.005:1 5:15:15:15:15:15:13:13:1 3:110' AQUATIC BENCH10' AQUATIC BENCH10' A Q U A T I C B E N C H10' AQUATIC BENCH3:13:13:1"A"606608610612614616618620622624596594598600602604606608602604606608610612614616618620 622 624 610 612 614 616 618 620 622 624 620622624632628630626634622624620618617618620622624628630626632622624620618616614622 624 620 618 616 614618620622620614616618 626626634620.5620.5625. 5 625. 5625.5625.5619620.5620.5620.5620. 5620.52400WEIR2400WEIR2400WEIR2400WEIR1250SUMP20504" ORIFICE170171172173174175176177FOREBAYWET POOLLODLODLOD L O D 2100SPILLWAY2300TOP3.5%1.3%1011EX13120' FREDERICKWATER ESMT.STORM DRAINESMT.619619619SWM POND 4 PLAN VIEW 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024Rev. No.Date 1"=20'24NOTES:1.THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARECLOGGED AND THE STARTING WSE IS THE TOP OF THE RISER.2.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER OR CONSTRUCTIONINSPECTOR.3.EMBANKMENT CONTROLLED FILL (SOIL MATERIALS) TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER.4.REFER TO GENERAL NOTES - PERMANENT SWM EMBANKMENT NOTES ON SHEET 2.5.PHREATICLINE DOES NOT CROSS THE TOE OF THE EMBANKMENT THEREFORE NO DRAINAGE SYSTEM IS REQUIRED.6.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS. FINE GRAINED SOILS SHALL HAVE STONE 1" ORLESS IN DIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN AREAS OF BACKFILL.7.CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE OR HIGHER WITH 1:1 SIDE SLOPES.8.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROM GEOTECHNICAL REPORT.08/20/2024 10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+505805855905956006056106156206256306356406456 17717617517417317217117058058559059560060561061562062563063564064512 5805855905956006056106156206256306356406456 58058559059560060561061562062563063564064510 AQUATIC BENCH018 DEEPCL A1 RIPRAPIN9NCRETECRADLEEMERGENCY SPILLWAY ELE9 624.00LINE WITH SCS 250 MAT BY NA GREEN OR APPR.EQUI9.HOMOGENEOUS FILL IN9MPACTED TO 95 DENSITYPHREATICLINE4:1MIN 4 WIDE CLAY CORE W4 DEEP CUTOFF TRENCH 1:1SIDE SLOPES OR FLATTERSPILLWAY 1SEE DETAILTHIS SHEET6 MIN TOPSOILIN99ERMIN 2 CLAY LINER ORAPPRO9ED GEOSYNTHETIC WMIN 6 TOPSOIL CAP ENTIREFACILITY TO 10YR W.S.E.CL 1 RIPRAPMIN 2 CLAY LINER ORAPPRO9ED GEOSYNTHETIC WMIN 6 TOPSOIL CAP ENTIREFACILITY TO 10YR W.S.E.CL 1 RIPRAPNORMAL POOL ELE9 620.5DEEP POOLTY 32318 IW3FOREBAYTY 13164 IW3E; GRADEPROP GRADE1:147 30RCP IIIW.T.-OINTS # 1.8627 30ADS N12 # 2.1021 30ADS N12 # 2.1016 30ADS N12 # 2.1043 30ADS N12 # 2.1039 30ADS N12 # 2.0031 30ADS N12 # 2.1113+69.07 BDVH IN9 IN 620.50 6 ORIFICE IN9 OUT 616.85 IN9 IN 615.98 IN9 OUT 612.16 14+42.21 MH2 IN9 IN 611.61 IN9 OUT 607.61 4+63.12 MH2 IN9 IN 607.17 IN9 OUT 603.1714+78.93 MH2 IN9 IN 602.84 IN9 OUT 598.84 15+21.47 MH2 IN9 IN 597.94 IN9 OUT 595.94 15+60.84 MH2 IN9 IN 595.16 IN9 OUT 594.16 15+91.95 ES1 30 IN9 OUT 593.50 TOP 623.00 60 RISER TOP 625.00 TOP 617.26 TOP 611.32 TOP 608.50 TOP 603.50 TOP 600.50DAM TOP ELE9 625.501YR WS ELE9 622.9710YR WS ELE9 623.79100YR WS ELE9 624.43H: 1 50 9: 1 5 PROP GRADE1:114+15.67 MH2POND 4 SECTION A SWM POND 4 DETAILS 151 WLQG\ HLOO LDQH WLQFKHVWHU 9LUJLQLD 22602 THOHSKRQH: 540 6624185 FD[: 540 7229528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SER9ING 9IRGINIA WEST 9IRGINIA OFFICES IN: WINCHESTER 9A MARTINSBURG W9 STONEWALL MAGISTERIAL DISTRICT FREDERIC. COUNTY 9IRGINIATC=-=S692760BSTEPHENSON 9ILLAGE II SECTION AA206172024RHY. NR.DDWH AS SHOWN25NOTES:1.THE 100 YEAR WATER SURFACE ELE9ATION WSE ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THE STARTING WSE IS THE TOP OF THE RISER.2.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER OR CONSTRUCTION INSPECTOR.3.EMBAN.MENT CONTROLLED FILL SOIL MATERIALS TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER.4.REFER TO GENERAL NOTES PERMANENT SWM EMBAN.MENT NOTES ON SHEET 2.5.PHREATICLINE DOES NOT CROSS THE TOE OF THE EMBAN.MENT THEREFORE NO DRAINAGE SYSTEM IS REQUIRED.6.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS. FINE GRAINED SOILS SHALL HA9E STONE 1 OR LESS IN DIAMETER FOR A MINIMUM OF 2 AROUND PIPE INAREAS OF BAC.FILL.7.CLAY CORE 4 MINIMUM WIDTH STARTING AT THE 10YR WSE OR HIGHER WITH 1:1 SIDE SLOPES.8.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROM GEOTECHNICAL REPORT.CLAY LINER NOTES:1.A CLAY LINER SHOULD HA9E A MINIMUM THIC.NESS OF 24 INCHES AND SHOULD COMPLY WITHTHE SPECIFICATIONS PRO9IDED IN TABLE 3.073.2.A LAYER OF COMPACTED TOPSOIL MINIMUM 612 INCHES THIC. SHOULD BE PLACED O9ER THELINER BEFORE SEEDING WITH AN APPROPRIATE SEED MI;TURE REFER TO 9ESCH 1992 EDITION.3.A SYNTHETIC LINER WITH A MINIMUM THIC.NESS OF 60 MIL. OR OTHER LINER TYPES MAY BE USEDIF SUPPORTING DOCUMENTATION IS PRO9IDED 9ERIFYING THE LINER MATERIAL S PERFORMANCE.4.LINER MAY BE OMITTED WITH APPROVAL FROM A QUALIFIED PROFESSIONAL GEOTECHNICALENGINEER.50 EMERGENCY SPILLWAYNOT TO SCALE1.5 5:15: 1 TOP OF BERM 625.5065 ELE9 624.0010 WIDEAQUATICBENCHAQUATIC BENCH DETAILNOT TO SCALE15NORMALPOOLSCS 250MATTING BYNA GREEN ORAPPRO9EDEQUI9.10 SPILLWAY 1NOT TO SCALE1.00 5:15: 1 10 ELE9 621.00CL 1 RIP RAP2 DEEP30 RCP ASTM C361RUBBER GAS.ETSW.T. -OINTS5 0.75 TOP OF RISERELE9 623.00TYP.TRASH RAC. BYPLASTIC SOLUTION ORAPPRO9ED EQUALPRECAST RCP BASE ANDRISER STRUCTURE 9DOT A4CONCRETE 5 INSIDEDIAMETERCONCRETE FILLFOR BUOYANCYNORMAL POOL WS ELE9 620.50ELE9 616.85 POND 4 WET POND L9L 1 PRINCIPALRISER PLAN 9IEWNTSTOP TRASH RAC. NOTSHOWN FOR CLARITY30 PIPEPRECAST RCP BASE ANDRISER STRUCTURE 9DOT A4CONCRETE 5 INSIDEDIAMETERPLASTIC SOLUTIONS TRASHRAC. OR APPRO9ED EQUAL2.5 3:110 AQUATIC BENCH018 DEEP612.50DEWATERINGSUMP4 ORIFICEELE9 620.5010 AQUATICBENCH 018DEEPPLASTIC SOLUTIONS TRASHRAC. OR APPRO9ED EQUALPROP. GRADE6.67 1.29 MINUMUMMIN 6 THIC. WALLMIN 6 THIC. WALLNON WO9ENGEOTE;TILE4 ORIFICE POND 4 WET POND L9L 1 PRINCIPALRISER SECTIONNTS5:1ORIFICE RE9ISED TO 4DURING PLAN RE9ISIONSINSTALLED AS 6 FOREROSION AND SEDIMENTBASIN.08/20/2024 50 49 GARAGEGARAGEGARAGEGAR AG E G A R A G E G A R A G E GARAG E GARAG E GARAG E GARAG E GA R A G E GA R A G E L O T 2 1 4 2 7, 4 2 8 S F LO T 2 1 4 16,728 SFLOT 2 1 4 0 6 , 7 3 6 SFLOT 21386,745 SF LOT 21 4 5 5,613 S F LO T 2 1 4 3 5,4 6 8 S F LOT 21396,742 SFLOT 21376,744 SF5' SIDE : A L . 5' SIDE : A L .5' S IDE:AL. 5' C S E LO T 2 1 4 4 5,4 1 1 S F LOT 21 4 6 4,660 S F LOT 21 4 7 4,671 S F LOT 21 4 8 4,749 S F STO3BARSTREETSIGNSTO3SIGNRTC RTC280' SDR115.0'115.4'115.0'115.1'118.6'116.5'119.7'119.7'120.0'120.0'120.0'120.0'40.6' 40.5' 40.5' 41.0' 41.0' 42. 7 ' 50 . 7 ' 4 8 . 6 ' 4 8 . 6 '48.6 '48.6 '48.6' 40.6' 41.7' 40.6' 55.7' 51.7 ' 50.4 ' 73 . 5 ' 6 3 . 7 ' 6 3 . 7 '63 .7 '63.7 '63.7 ' 20' BRL 15' BRL 5' BRL1 5 ' B R L 2 0 ' B R L5' BRL5' BRL15' BRL5' BRL5' BRL149.3'16' TYP 16' TYP 16' T Y P 16 ' T Y P 16' TYP16' TYP5' BRL5' BRL5' BRL5' BRL32'52'STOR0 DRAINES0T.B03 8FREDERIC.:ATER ES0T.20' BR L 15' BRL 15' B R L 20' B R L 1 5 ' B R L 2 0 ' B R L 1 5 ' BR L 2 0 ' BR L 15 ' BRL 20 ' BRL15' BRL20' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRLSIGHTDISTANCEEASE0ENT1500 160 0 17 0 0 1 8 0 0 19001985200020' BRL20' BRL10' BRL LOT 21025,639 SFGARAGELOT 21013,300 SFGARAGELOT 21003,300 SFGARAGEGARAGELOT 20994,455 SFLOT 20973,300 SFGARAGELOT 20984,455 SFGARAGE115.0'135.3'40.5'40.5'GARAGELOT 21045,092 SFLOT 21035,783 SF15' BRLGARAGE5' BRL5' BRL40.5'40.5'30.0'30.0'40.5'30.0'110.0' 110.0' 110.0' 110.0' 110.0' 110.0'30.0'40.5'121.2'121.2'121.2'121.2'121.6'40.5'40.5'120.0'115.0'30.0'30.0'40.5'39.8'10' BRL 10' BRL 40.5'42.9' 45. 3 '5' CSE5' CSE40.5'TO:NHO8SELOTSTO:NHO8SELOTS20' B R L 15' BRL20' BRL35.8'87.8'20' BRL20' BRLOLEANDE R C O U R T 52' ROW SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSE;136E;135E;134E;133125125AGRANITE RIDGE DRIVE85' ROWGRANITE RIDGE DRIVE54' ROWSNO:DEN BRIDGE BL9DBASED ON A SE3ARATEA33RO9ED 3LANS E C T I O N A A 1 S E C T I O N A A 2603001530SCALE: 1" = 30'0ATCH LINESHEET 27 NOTES: 1.SNO:DEN BRIDGE BO8LE9ARD SHO:N 3ER DESIGN 3LANS C8RREN SE3ARATE S8B0ISSION3RI9ATE ROAD STATE0ENT:1.THE ROAD IN THIS S8BDI9ISION DOES NOT 0EET THE 9IRGINIA SECONDARYSTREET ACCE3TANCE RE48IRE0ENTS NECESSARY FOR INCL8SION IN THESYSTE0 OF STATE HIGH:AYS AND :ILL NOT BE 0AINTAINED BY THE9IRGINIA DE3ART0ENT OF TRANS3ORTATION OR FREDERIC. CO8NTY. THISROAD IS NOT ELIGIBLE FOR R8RAL ADDITION F8NDS OR ANY OTHER F8NDSA33RO3RIATED BY THE GENERAL ASSE0BLY AND ALLOCATED BY THECO00ON:EALTH TRANS3ORTATION BOARD.2.ALL 3RO3ERTY O:NERS IN SNO:DEN BRIDGE ARE RE48IRED TO BELONGTO THE HOA AND ARE RES3ONSIBLE FOR THE 0AINTENANCE OF THE3RI9ATE STREETS.3.DRI9E:AYS SHO:N AS 16' :IDE, 0AY BE RED8CED TO 10' DE3ENDING ONO3TION SELECTED D8RING HO8SE SITE 3HASE.0ATCH LINESHEET 28151 :LQG\ HLOO LDQH :LQFKHVWHU, 9LUJLQLD 22602 THOHSKRQH: 540 6624185 FD[: 540 7229528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:3RO8DLY SER9ING 9IRGINIA :EST 9IRGINIA OFFICES IN: :INCHESTER, 9A 0ARTINSB8RG, :9 STONE:ALL 0AGISTERIAL DISTRICT FREDERIC. CO8NTY, 9IRGINIATC=-=S692760BSTE3HENSON 9ILLAGE II SECTION AA2061720241" = 30'GEO0ETRY 3LAN 0ATCH LINESHEET 29 26RHY. NR.DDWH030801202408/20/2024 1515GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGELOT 21376,744 SF30.0'R30.0'R 3 0 . 0 'R30.0'R5' SIDEWAL.5' SIDEWAL.5' SIDEWAL.5' CSE5' CSE5' CSESUNFLOWER WAY 52' ROW LOT 21276,865 SFLOT 21266,357 SFLOT 21256,357 SFLOT 21246,357 SFLOT 21236,139 SFLOT 21226,120 SFSTREETLIGHTSTREETSIGNSTOPSIGNSTOPBARCG12CCG12CCROSSWAL. TYPCG12CSTREETLIGHTSTREETSIGNCG12CSTOPSIGNSTOPBARRTCRTCCARNATION WAY52' ROW OLEANDER COURT52' ROWGARAGEGARAGEGARAGE280' SDR280' SDL91' SDR120.0'120.0'120.0'120.0'120.0'120.0'120.0'120.0'120.0'120.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'51.0'48.6'48.6'50.2'63.7'55.0'15' BRL20' BRL5' BRL5' BRL15' BRL20' BRL5' BRL51.0'120.0'120.0'120.0'120.0'120.0'100.1'3 1 . 4 '35.3'60.8'55.9'55.9'55.9'51.5'51.0'51.0'50.9'50.0'50.0'50.0'10' BRL15' BRL20' BRL16' TYP16' TYP16' TYP16' TYP94.2'16' TYP16' TYP 5' SIDEWAL.32'52'32'52'32'52'32'52'20' FREDERIC.WATER ES0T.SIGHT DISTANCEES0TB0P 6PROPOSED PEDESTRIAN BRIDGEOVER STREA0 NO STREA0I0PACT PROPOSED6' TRAIL6' TRAILFREDERIC. WATERES0T.STOR0 DRAINES0T.STOR0 DRAINES0T.20' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRLCG6190020002100220023001200 1300 1400 15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL15' BRL20' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL10' BRL40.5'40.5'40.5'40.5'45.9'45.3'41.7'40.5'115.0'117.5'118.0'118.0'15' BRL20' BRL115.0'115.0'40.5'40.5'40.5'40.5'40.5'49.6'49.6'48.1'40.5'GARAGEGARAGELOT 21155,403 SF117.7'117.2'5' CSE5' CSELOT 21145,215 SFLOT 21135,027 SFLOT 21124,657 SFLOT 21114,658 SFLOT 21104,658 SFLOT 21204,779 SFLOT 21214,779 SFLOT 21195,055 SFLOT 21185,024 SF15' BRL20' BRL98.6'10' BRLGARAGELOT 21165,858 SF50.2'30.0'40.6'LOT 21174,717 SFGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE40.5'30.0'40.5'40.5'LOT 21094,907 SFLOT 21083,635 SFLOT 21074,907 SFGARAGE10' BRL121.2'121.2'121.2'121.6'LOT 21054,769 SFGARAGEGARAGELOT 21064,905 SF40.5'40.5'120.0'115.0'40.5'40.5'20' BRL5' BRL30.0'40.5'5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL40.5'96.1'31.7'25.3'TOWNHOUSELOTS15' BRL20' BRL15' BRL20' BRL38.8'15' BRL20' BRL20' BRL40.5'LOT 21366,316 SFLOT 21356,120 SFLOT 21346,120 SFLOT 21336,120 SFLOT 21326,120 SFLOT 21316,120 SFLOT 21306,120 SFLOT 21296,120 SFLOT 21286,120 SF15' BRL20' BRL115.0'115.0'118.0'115.0'31.7'115.0'16' TYP 16' TYP.16' TYPGARAGEGARAGE16' TYP.16' TYP.16' TYP15' BRL20' BRL280' SDLSTOR0 DRAINES0T.PROP. RET. WALLDESIGN BYOTHERS1000110012001300SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSE;132E;131SE C T I O N A A 2 SE C T I O N A A 3 603001530SCALE: 1" = 30'0ATCH LINESHEET 260ATCH LINESHEET 29PRIVATE ROAD STATE0ENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT 0EET THE VIRGINIA SECONDARYSTREET ACCEPTANCE RE4UIRE0ENTS NECESSARY FOR INCLUSION IN THESYSTE0 OF STATE HIGHWAYS AND WILL NOT BE 0AINTAINED BY THEVIRGINIA DEPART0ENT OF TRANSPORTATION OR FREDERIC. COUNTY. THISROAD IS NOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSE0BLY AND ALLOCATED BY THECO00ONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONGTO THE HOA AND ARE RESPONSIBLE FOR THE 0AINTENANCE OF THEPRIVATE STREETS.3.DRIVEWAYS SHOWN AS 16' WIDE, 0AY BE REDUCED TO 10' DEPENDING ONOPTION SELECTED DURING HOUSE SITE PHASE.151 WLQG\ HLOO LDQH WLQFKHVWHr, VLrJLQLD 22602 THOHSKoQH: 540 6624185 FD[: 540 7229528 ZZZ.JrHHQZD\HQJ.FoP 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 0ARTINSBURG, WV STONEWALL 0AGISTERIAL DISTRICT FREDERIC. COUNTY, VIRGINIATC=-=S692760BSTEPHENSON VILLAGE II SECTION AA2061720241" = 30'GEO0ETRY PLAN 27RHY. No.DDWH03080120246' TRAILSTONE DUST or WOOD CHIPPRIVATE PEDESTRIAN TRAIL DETAILNTSPRIVATE PEDESTRIAN TRAIL SYSTE0 IS TO BE 0AINTAINED PRIVATELY BY THESNOWDEN BRIDGE HO0E OWNERS ASSOCIATION. THE SELECTION OF TRAIL0ATERIAL IS AT THE DISCRETION OF THE APPLICANT PROVIDED THEY ARE NOTPART OF THE RECREATIONAL CREDITS REFLECTED ON SHEET 6 AND NOTWITHIN THE PUBLIC ROW. THE APPLICANT 0AY BE PER0ITTED TO CONSTRUCTTHE PRIVATE PEDESTRIAN TRAIL SYSTE0 USING ASPHALT, CONCRETE, WOODCHIPS, OR STONE DUST. PROFFER 9CNOTE:08/20/2024 636279 80 50 49 190189319319GARAG E GARAG E GARAG E GARAG E GARAG E GARAG E30.0'R30. 0 ' R 30.0'R30.0'R30.0'R30.0'R5' SIDE : A L . 5' SIDE : A L . 5' SIDE : A L .5' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' SIDE : A L . 5' SIDE : A L . 5' CSE ZINNIA LA N E 52' ROW PENGUIN CREST DRIVE44' ROWLOT 21 4 6 4,660 S F LOT 21 4 7 4,671 S F LOT 21 4 8 4,749 S F LOT 20 0 1 4,658 S F LOT 20 0 2 4,658 S F LOT 20 0 3 4,657 S F LOT 20 0 4 4,658 S F LOT 20 0 5 4,657 S F LOT 20 0 6 4,658 S F LOT 20 0 7 4,658 S F LOT 20 0 8 4,657 S F GRANITE RIDGE DRIVE53' ROWSTREETLIGHTCROSS:AL. TY3CG12CSTO3BARCG12CSTO3BARCG12CCG12CSTREET LIGHTSTO3SIGNSTREETSIGNSTREETSIGNSTO3SIGNSTO3SIGNSTREETSIGNSTREETLIGHTSTO3BARCG12CCG12CRTCRRTCRTC RTC RTC RTC RTCRTCRTC RTC GARAG E GARAG E GARAG E GARAG E GARAG E GARAG E 280' SDL280' SDR280' SDL280' SDR280' SDR280' SDR 146' S D L 5' BRL5' BRL15' BRL 15' BRL115.0'115.0'115.0'115.0'115.0'115.0'115.0'115.0'40.5' 40.5' 40.5' 40.5' 40.5' 40.5' 40.5' 40.5' 40.5' 40.5' 40.5' 40.5' 40.5' 40.5' 40.5' 40.5' 15' BRL 15' BRL 115.0'115.4'115.0'40.6' 40.5' 40.5' 40.6' 41.7' 40.6' 20' BRL 15' BR L 5' BRL149.3'16' TYP16' TYP16' TYP16' TYP 16' TYP 16' TYP 16' TYP 16' TYP 16' TYP 16' TYP5' BRL5' BRL115.0'15' BRL 15' BRL 32'52'32'52'32'52'46'STOR0 DRAINES0T.STOR0 DRAINES0T.20' FREDERIC.:ATER ES0T.FREDERIC.:ATER ES0T.STOR0 DRAINES0T.FREDERIC.:ATER ES0T.SIGHT DISTANCEES0T20' BRL 15' BR LCG61012. 9 7 1100 1200 1300 1400 150010001100130012005' BRL5' BRL5' BRL5' BRL5' BRL5' BRL15' BRL 15' BRL 19852100220023002400200020' BRLLOT 20144,455 SFLOT 20153,300 SFLOT 20163,300 SFLOT 20173,300 SF40.5'40.5'30.0'30.0'110.0' 110.0' 110.0' 110.0'30.0'30.0'20' BRL10' BRL GARAGEGARAGEGARAGEGARAGE20' BRLLOT 20094,455 SF40.5'40.5'30.0'30.0'30.0'109.9' 110.0' 110.0' 110.0' 110.0' 110.0'30.0'30.0'30.0'40.5'20' BRL10' BRL 10' BRL GARAGEGARAGEGARAGEGARAGE40.5'GARAGELOT 20134,455 SF40.5'30.0'87.8' 110.0' 110.0'20' BRL20' BRLLOT 20605,531 SFGARAGELOT 20593,300 SFGARAGEGARAGELOT 20584,455 SFLOT 20573,795 SFGARAGELOT 20562,640 SFLOT 20552,640 SFLOT 20542,640 SFLOT 20532,640 SF40.5'GARAGELOT 20523,795 SF30.0'40.5'110.0' 110.0' 110.0' 110.0' 110.0' 110.0'34.5'34.5'24.0'24.0'24.0'24.0'34.5'34.5'24.0'24.0'24.0'24.0'20' BRL20' BRL10' BRL LOT 21025,639 SFGARAGELOT 21013,300 SFGARAGELOT 21003,300 SFGARAGEGARAGELOT 20994,455 SFLOT 20973,300 SFGARAGELOT 20984,455 SFGARAGELOT 21035,783 SF15' BRL5' BRL10' BRL 10' BRL 20' BRL20' BRL40.5'40.5'30.0'30.0'40.5'30.0'110.0' 110.0' 110.0' 110.0' 110.0' 110.0'LOT 2061LOT 2062LOT 2063LOT 20642,640 SF2,640 SF2,640 SF3,795 SF28.8'34.5'24.0'24.0'24.0'34.5'24.0'24.0'24.0'34.5'110.0' 110.0' 110.0' 110.0' 110.0' 110.0'20' BRL10' BRL 10' BRL LOT 2065GARAGE3,795 SF5.8'TO:NHO8SELOTSLOT 2066LOT 2067LOT 20682,640 SF2,640 SF3,795 SF34.5'24.0'24.0'34.5'24.0'24.0'110.0' 110.0' 110.0' 110.0'20' BRL20' BRL10' BRL GARAGE121.2'LOT 20103,300 SFLOT 20113,300 SFLOT 20123,300 SF110.0'40.5'GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE30.0'30.0'40.5'39.8'10' BRL 10' BRL 42.9'5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE40.5'30.0'TO:NHO8SELOTSTO:NHO8SETO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTS10' BRL 20' B R LGARAGE35.8'87.8'35.8'16' TYP20' BRL20' BRL5' SIDE:AL.26'OLEANDE R C O U R T 52' ROW 5 4LOT 1057LOT 1058LOT 1059LOT 1060LOT 1061LOT 1062LOT 1063LOT 1064LOT 1065LOT 1108LOT 1109LOT 1110LOT 1111LOT 1112LOT 1113LOT 1114LOT 1115LOT 1116LOT 1117LOT 1118LOT 1119LOT 1120LOT 1121LOT 1122LOT 1123LOT 1124LOT 1125LOT 1126LOT 1127LAWFORD WAY52' ROWWEBSTER COURT52' ROWGRANITE RIDGE DRIVE54' ROWB03 4VERMILLION LANE36' ROWSECTIO N A A 1 SECTIO N A A 2 603001530SCALE: 1" = 30'0ATCH LINESHEET 260ATCH LINESHEET 293RI9ATE ROAD STATE0ENT:1.THE ROAD IN THIS S8BDI9ISION DOES NOT 0EET THE 9IRGINIA SECONDARY STREET ACCE3TANCE RE48IRE0ENTS NECESSARY FOR INCL8SION IN THE SYSTE0 OFSTATE HIGH:AYS AND :ILL NOT BE 0AINTAINED BY THE 9IRGINIA DE3ART0ENT OF TRANS3ORTATION OR FREDERIC. CO8NTY. THIS ROAD IS NOT ELIGIBLE FORR8RAL ADDITION F8NDS OR ANY OTHER F8NDS A33RO3RIATED BY THE GENERAL ASSE0BLY AND ALLOCATED BY THE CO00ON:EALTH TRANS3ORTATION BOARD.2.ALL 3RO3ERTY O:NERS IN SNO:DEN BRIDGE ARE RE48IRED TO BELONG TO THE HOA AND ARE RES3ONSIBLE FOR THE 0AINTENANCE OF THE 3RI9ATE STREETS.3.DRI9E:AYS SHO:N AS 16' :IDE, 0AY BE RED8CED TO 10' DE3ENDING ON O3TION SELECTED D8RING HO8SE SITE 3HASE.151 :LQG\ HLOO LDQH :LQFKHVWHU, 9LUJLQLD 22602 THOHSKRQH: 540 6624185 FD[: 540 7229528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:3RO8DLY SER9ING 9IRGINIA :EST 9IRGINIA OFFICES IN: :INCHESTER, 9A 0ARTINSB8RG, :9 STONE:ALL 0AGISTERIAL DISTRICT FREDERIC. CO8NTY, 9IRGINIATC=-=S692760BSTE3HENSON 9ILLAGE II SECTION AA2061720241" = 30'GEO0ETRY 3LAN 28RHY. NR.DDWH0308012024NOTE:1.RRXWH 37 SWXG\ AUHD VKRZQ RQ VKHHWV 4, 5, 6.08/20/2024 21222423 26 26127127 151549 50 GARAGEGARAGEGARAGE30.0'R30.0'R30.0'R30.0'R30.0'R30.0'R30.0'R30.0'R5' 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' SIDE:AL.5' SIDE:AL.5' SIDE:AL.5' CSE 5' CSELOTUS BLOSSOM WAY 52' ROW SUNFLOWER WAY 52' ROW CARNATION WAY52' ROW LOT 20877,049 SFLOT 20866,498 SFLOT 20856,498 SFLOT 21226,120 SF5' SIDE:AL.GRANITE RIDGE DRIVEGRANITE RIDGE DRIVE53' ROWSTREETLIGHTSTO3SIGNSTREET SIGNSTO3BARCG12CCG12CCG12CCG12CSTO3BARSTREETLIGHTSTO3SIGNSTREET SIGNCROSS:AL. TY3CG12CCG12CSTO3BARSTREETLIGHTSTO3SIGNSTREET SIGNSTREET SIGNCG12CCG12CSTO3SIGNSTREETLIGHTRTCRRTCRTCRTC RTC RTC RTC RTCRTCRTCRTCRTC RTC RTCRTC PENGUIN CREST DRIVE44' ROWGARAGEGARAGE280' SDL280' SDL280' SDR143' SDL280' SDR145' SDL280' SDL165' SDR149.3'20' BRL20' BRL10' BRL 5' BRL 56'51.0'51.0'127.4' 127.4' 127.4'5' BRL120.0'120.0'51.0'51.0'51.0'51.0'36.0''16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP16' TYP 32'52'32'52'46' 46' 34' 53'16' TYPSTOR0 DRAINES0T.STOR0DRAINES0T.FREDERIC.:ATER ES0T.16' TYP1300140015001600170018001000 1100 1200 15' BRL20' BRL5' BRL5' BRL20' BRL20' BRL20' BRL20' BRL5' BRL 5' BRL 5' BRL 5' BRLRTCRTC5' SIDE:AL. 5' SIDE:AL.RTCRRTCRRTC24002500260027002800290040.5'30.0'20' BRL20' BRL10' BRL 10' BRL 110.0'110.0'110.0'110.0' 110.0' 110.0' 90.0' 90.0'31.4'28.3'48.3'48.3'30.0'30.0'30.0'30.0'30.0'30.0'30.0'30.0'30.0'30.0'28.3'31.4 'GARAGEGARAGEGARAGEGARAGELOT 20945,222 SFLOT 20885,222 SFLOT 20933,300 SFLOT 20923,300 SFLOT 20913,300 SFLOT 20903,300 SFLOT 20893,300 SFGARAGEGARAGEGARAGE5' BRL5' BRL40.5'40.5'40.5'118.0'118.0'15' BRL20' BRL115.0'115.0'40.5'40.5'40.5'40.5'GARAGE5' CSE5' CSELOT 21114,658 SFLOT 21104,658 SFLOT 21204,779 SFLOT 21214,779 SF15' BRL20' BRLGARAGEGARAGEGARAGELOT 20813,709 SFLOT 20822,640 SFLOT 20832,640 SFLOT 20843,795 SFLOT 20372,640 SFLOT 20383,709 SFLOT 20362,640 SFLOT 20353,795 SF110.0' 110.0' 110.0' 110.0'24.0'34.5'24.0'34.5'90.0'31.4'14.5'24.0'24.0'34.5'GARAGEGARAGEGARAGEGARAGE20' BRL20' BRLTO:NHO8SELOTSTO:NHO8SELOTS10' BRL 10' BRL 10' BRL 24.0'34.5'24.0'34.5'110.0' 110.0' 110.0' 110.0'GARAGEGARAGEGARAGEGARAGE24.0'34.5'24.0'14.5'3 1 . 4 '20' BRL20' BRLLOT 20153,300 SFLOT 20163,300 SFLOT 20173,300 SF30.0'30.0'30.0'110.0'110.0'110.0'110.0'30.0'30.0'30.0'40.5'10' BRL GARAGEGARAGEGARAGE40.5'GARAGELOT 20184,455 SF20' BRLLOT 20194,455 SFLOT 20203,300 SFLOT 20213,300 SFLOT 20223,300 SF40.5'40.5'30.0'30.0'30.0'110.0'110.0'110.0'110.0'110.0'110.0'30.0'30.0'30.0'40.5'20' BRL10' BRL10' BRL GARAGEGARAGEGARAGEGARAGE40.5'GARAGELOT 20234,455 SFGARAGELOT 2032GARAGE2,640 SFLOT 2031GARAGE 2,640 SFLOT 2030GARAGE2,640 SFLOT 2029GARAGE3,795 SF34.5'24.0'24.0'24.0'24.0'24.0'24.0'34.5'LOT 20542,640 SFLOT 20532,640 SFGARAGELOT 20523,795 SF110.0'110.0'110.0'34.5'24.0'24.0'34.5'24.0'24.0'LOT 20422,640 SFLOT 20453,795 SFGARAGELOT 20442,640 SFGARAGELOT 20432,640 SFGARAGE34.5'24.0'24.0'GARAGELOT 20954,793 SFLOT 20963,300 SFGARAGELOT 20973,300 SFGARAGELOT 20984,455 SFGARAGE135.3'40.5'40.5'10' BRL 10' BRL 40.5'44.4'30.0'30.0'90.0'110.0'110.0'110.0'110.0'LOT 2066LOT 2067LOT 2068LOT 20692,640 SF2,640 SF3,795 SF34.5'24.0'24.0'24.0'24.0'24.0'24.0'34.5'110.0'110.0'110.0'110.0'110.0'20' BRL20' BRL10' BRLLOT 2070GARAGE3,795 SFGARAGELOT 2071LOT 2072LOT 2073LOT 20742,640 SF2,640 SF2,640 SF3,795 SF34.5'34.5'24.0'24.0'24.0'34.5'24.0'24.0'24.0'34.5'110.0'110.0'110.0'110.0'110.0'110.0'20' BRL20' BRL10' BRL10' BRLLOT 2075GARAGE3,795 SFGARAGELOT 2076LOT 2077LOT 2078LOT 20792,640 SF2,640 SF2,640 SF3,795 SF34.5'34.5'24.0'24.0'24.0'34.5'24.0'34.5'110.0'110.0'110.0' 110.0' 110.0' 110.0'20' BRL20' BRL10' BRL 10' BRL LOT 2080GARAGE3,795 SFGARAGEGARAGEGARAGEGARAGETO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTS30.0'40.5'LOT 21094,907 SFLOT 21083,635 SF10' BRL121.2'121.2'30.0'40.5'GARAGE24.0'LOT 20513,795 SFGARAGELOT 20502,640 SFLOT 20492,640 SFLOT 20482,640 SFLOT 20472,640 SFLOT 20463,795 SF110.0'110.0'110.0'110.0'110.0'110.0'110.0'34.5'34.5'24.0'24.0'24.0'24.0'34.5'34.5'24.0'24.0'24.0'24.0'10' BRL10' BRL 20' BRL20' BRLGARAGE24.0'LOT 20412,640 SFGARAGELOT 20402,640 SF90.0'23.0'31.4 'GARAGELOT 20394,644 SF24.0'LOT 20244,455 SFLOT 20253,300 SFLOT 20263,300 SFLOT 20273,300 SF40.5'40.5'30.0'30.0'30.0'110.0'110.0' 110.0' 110.0' 110.0' 110.0'30.0'30.0'30.0'40.5'20' BRL10' BRL 10' BRL GARAGE40.5'GARAGELOT 20284,455 SFLOT 2033GARAGE2,640 SF24.0'24.0'LOT 20343,795 SF34.5'110.0' 110.0' 110.0' 110.0' 110.0' 110.0' 110.0'34.5'34.5'43.0'24.0'24.0'24.0'24.0'24.0'110.0'110.0'110.0'110.0' 110.0' 110.0' 110.0'20' BRL20' BRLGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE10' BRL 10' BRL 10' BRL10' BRL5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE40.5'30.0'30.0'24.4'31.4'TO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTSTO:NHO8SELOTS10' BRL 20' BRLFREDERIC.:ATER ES0T.FREDERIC.:ATER ES0T.FREDERIC.:ATER ES0T.GARAGEGARAGEGARAGE107.4'31.4'2,640 SF16' TYP16' TYP16' TYPGARAGEGARAGE26' 26'16' TYP16' TYP20' BRL16' TYP16' TYP20' BRL20' BRLSTOR0 DRAINES0T.24.0'24.0'1300140015001600170028289091151151SECTION AA2 SECTION AA3 603001530SCALE: 1" = 30'0ATCH LINESHEET 28 0ATCH LINESHEET 273RI9ATE ROAD STATE0ENT:1.THE ROAD IN THIS S8BDI9ISION DOES NOT 0EET THE 9IRGINIA SECONDARYSTREET ACCE3TANCE RE48IRE0ENTS NECESSARY FOR INCL8SION IN THESYSTE0 OF STATE HIGH:AYS AND :ILL NOT BE 0AINTAINED BY THE9IRGINIA DE3ART0ENT OF TRANS3ORTATION OR FREDERIC. CO8NTY. THISROAD IS NOT ELIGIBLE FOR R8RAL ADDITION F8NDS OR ANY OTHER F8NDSA33RO3RIATED BY THE GENERAL ASSE0BLY AND ALLOCATED BY THECO00ON:EALTH TRANS3ORTATION BOARD.2.ALL 3RO3ERTY O:NERS IN SNO:DEN BRIDGE ARE RE48IRED TO BELONGTO THE HOA AND ARE RES3ONSIBLE FOR THE 0AINTENANCE OF THE3RI9ATE STREETS.3.DRI9E:AYS SHO:N AS 16' :IDE, 0AY BE RED8CED TO 10' DE3ENDING ONO3TION SELECTED D8RING HO8SE SITE 3HASE.151 :LQG\ HLOO LDQH :LQFKHVWHU, 9LUJLQLD 22602 THOHSKRQH: 540 6624185 FD[: 540 7229528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:3RO8DLY SER9ING 9IRGINIA :EST 9IRGINIA OFFICES IN: :INCHESTER, 9A 0ARTINSB8RG, :9 STONE:ALL 0AGISTERIAL DISTRICT FREDERIC. CO8NTY, 9IRGINIATC=-=S692760BSTE3HENSON 9ILLAGE II SECTION AA2061720241" = 30'GEO0ETRY 3LAN 29RHY. NR.DDWH0308012024NOTE:1.RRXWH 37 SWXG\ AUHD VKRZQ RQ VKHHWV 4, 5, 6.08/20/2024 WWWWWWWWWWWWWWWWSSSSWWSARVLOT 1025LOT 1114LOT 1115LOT 1116BMP #410+0064+0065+0066+0067+00PCPC10+0010+00 12+0013+0014+0015+0016+0017+0018+0019+00SNOWDEN BRIDGE BLVDBASED ON A SEPARATEAPPROVED PLANB9B10B11SSSS SS WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMS S S S S SSSS SS SSSSSS212221B21A25 2324WWWWWWWWL O T 2 1 4 2 LO T 2 1 4 1 LOT 2 1 4 0 LOT 2138 LOT 21 4 5 LO T 2 1 4 3 LOT 2139LOT 21375' C S E LO T 2 1 4 4 LOT 21 4 6 LOT 21 4 7 LOT 21 4 8 BMP #8SIGHTDISTANCEEASEMENTLOT 2102LOT 2101LOT 2100LOT 2099LOT 2097LOT 2098LOT 2104LOT 21035' CSE5' CSESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFIRE HYD.ASS'Y W/BOLLARDS8" DIP W A T E R L I N E "A"**WM(TYP)SAN LAT(TYP)S E C T I O N A A - 1 S E C T I O N A A - 2FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.45° BENDSTORM DRAINESMT.STORM DRAINESMT.15+00 16+0 0 17 + 0 0 1 8 + 0 019+8520+00STREETLIGHTCONNECT TO EX. FREDERICK WATERUTILITY. CONTRACTOR TO FIELD VERIFYAS-BUILT CONDITIONS OF UTILITY PRIOR TOSTART OF CONSTRUCTION15+00 16+ 0 0 1 7 + 0 0 1 8+ 0 0 19+0019+003 5 0 ' R0+00OLEANDE R C O U R T **CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.603001530SCALE: 1 30'MATCH LINE-SHEET 31 NOTES:1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FORREFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OFTHESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITYCOMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TODETERMINE THE BEST COURSE OF ACTION.2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDED ON SHEET 4.MATCH LINE-SHEET 32151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 30'UTILITY PLAN MATCH LINE-SHEET 33 30Rev. No.Date0308/01/202408/20/2024 B6B7B8B9B15B22B23B1B2B3B4SSSS SS SSSSSSSSSSSSSSSSS SSS SS SWWW W SSWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSSSS SS S SSSSS SS SSSSWW W WWMWMWMWM WMSSSS SS SS SS 1701711721731741751761771012A11A121416A14A1517A18192020A221617131123WWWWWWWWLOT 2138LOT 21375' CSE5' CSE5' CSELOT 2127LOT 2126LOT 2125LOT 2124LOT 2123LOT 2122SIGHT DISTANCEESMTBMP #6PROPOSED PEDESTRIAN BRIDGEOVER STREAM (NO STREAMIMPACT PROPOSED)6' TRAIL6' TRAILLOT 21155' CSE5' CSELOT 2114LOT 2113LOT 2112LOT 2111LOT 2110LOT 2120LOT 2121LOT 2119LOT 2118LOT 2116LOT 2117LOT 2109LOT 2108LOT 2107LOT 2105LOT 2106LOT 2136LOT 2135LOT 2134LOT 2133LOT 2132LOT 2131LOT 2130LOT 2129LOT 2128PROP. RET. WALL(DESIGN BYOTHERS)SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS8"X8" TEE,3-8" G.V.8"X8" CROSS,2-8" G.V.1-6" REDUCER2-6" G.V.8" DIP WATERLINE "A"8" DIP WATERLINE "D"8" DIP WATERLINE "E"**WM(TYP)**WM(TYP)SAN LAT(TYP)SAN LAT(TYP)CARNATION WAY OLEANDER COURTSE C T I O N A A - 2 SE C T I O N A A - 3 FREDERICKWATER ESMT.FREDERICKWATER ESMT.45° BENDFIRE HYD. ASS'YFIRE HYD.ASS'Y W/BOLLARDSSTORM DRAINESMT.20+0021+0022+0023+0024+0012+00 13+00 14+00 15+00 16+00 17+00 STREETLIGHTSTREETLIGHTCONNECT TO EX. SANITARYSEWER. CONTRACTOR TO FIELDVERIFY AS-BUILT CONDITIONS OFUTILITY PRIOR TO START OFCONSTRUCTION19+0020+0021+0022+0023+0024+0019+00STORM DRAINESMT.STORM DRAINESMT.STORM DRAINESMT.8"X6" REDUCER6" G.V.12+00 13+00 14+00 15+00 16+00 17+00SUNFLOWER WAY B1B2SSS SS 170171172173174175176PROPOSED PEDESTRIAN BRIDGEOVER STREAM (NO STREAMIMPACT PROPOSED)SSSSSSSSSSCONNECT TO EX. SANITARYSEWER. CONTRACTOR TO FIELDVERIFY AS-BUILT CONDITIONS OFUTILITY PRIOR TO START OFCONSTRUCTIONEX130603001530SCALE: 1" 30'MATCH LINE-SHEET 30 MATCH LINE-SHEET 33**CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.NOTES:1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FORREFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OFTHESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITYCOMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TODETERMINE THE BEST COURSE OF ACTION.2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDED ON SHEET 4.151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241" 30'UTILITY PLAN 31CONNECTION TO EX MH 130 PLANVIEWRev. No.Date0308/01/202408/20/2024 WWWWWWWWWWWWWWSSSSSSSSWWWWWWWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSSLOT 1057LOT 1058LOT 1059LOT 1060LOT 1061LOT 1062LOT 1063LOT 1064LOT 1065LOT 1108LOT 1109LOT 1110LOT 1111LOT 1112LOT 1113LOT 1114LOT 1115LOT 1116LOT 1117LOT 1118LOT 1119LOT 1120LOT 1121LOT 1122LOT 1123LOT 1124LOT 1125LOT 1126LOT 1127LAWFORD WAY52' ROWWEBSTER COURT52' ROWGRANITE RIDGE DRIVE54' ROW5' CSE5' CSE5' CSE 5' CSE5' CSE5' CSE5' CSE BMP #4VERMILLION LANE36' ROWPROPOSED RETAININGWALL(5.5' MAX HEIGHT)11+0010+0011+0012+0013+0016+0017+0018+0019+0016+0017+0018+0019+00W5' CSEWMWMWMWMWMWMWMWMB12B13B14B24B26B27W WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSS WMWMWMWMWMWMWMWMSSSS SSSSSSSSS S S S S S S S S S S S S SSSSSS SS S S S SSSSS SS282929A3030B313233343531A26H2626A30A272526B2426IWWWWWWWWB29WWWWWWWWW5' CSE LOT 21 4 6 LOT 21 4 7 LOT 21 4 8 LOT 20 0 1 LOT 20 0 2 LOT 20 0 3 LOT 20 0 4 LOT 20 0 5 LOT 20 0 6 LOT 20 0 7 LOT 20 0 8 SIGHT DISTANCEESMTLOT 2014LOT 2015LOT 2016LOT 2017LOT 2009LOT 2013LOT 2060LOT 2059LOT 2058LOT 2057LOT 2056LOT 2055LOT 2054LOT 2053LOT 2052LOT 2102LOT 2101LOT 2100LOT 2099LOT 2097LOT 2098LOT 2103LOT 2061LOT 2062LOT 2063LOT 2064LOT 2065LOT 2066LOT 2067LOT 2068LOT 2010LOT 2011LOT 20125' CSE5' CSE5' CSE5' CSE5' CSE5' CSEARV8"X8" TEE,3-8" G.V.12"X8" CROSS,1-12" G.V., 1-8"REDUCER3-8" G.V.FIRE HYD.ASS'Y W/BOLLARDS8" DIP WATERLINE "C"8" DIP W A T E R L I N E "A" 8" DIP W A T E R L I N E "A"**WM(TYP)SAN LAT(TYP)FIRE HYD.ASS'YFIRE HYD. ASS'YW/ BOLLARDS8"X6" TEE,2-6" G.V.GRANITE RIDGE DRIVEZINNIA L A N E PENGUIN CREST DRIVESECTIO N A A - 1 SECTIO N A A - 2 12"X6" TEE,1-6" G.V.FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.STORM DRAINESMT.STORM DRAINESMT.STORM DRAINESMT.STORM DRAINESMT.STORM DRAINESMT.12" DIP WATERLINE "B"11+00 12+00 13+00 14+00 15+0010+0011+0012+0013+0019+8521+0022+0023+0024+0020+00STREETLIGHTSTREET LIGHTSTREETLIGHTCONNECT TO EX. FREDERICK WATERUTILITY. CONTRACTOR TO FIELD VERIFYAS-BUILT CONDITIONS OF UTILITY PRIOR TOSTART OF CONSTRUCTION**WM(TYP)SAN LAT(TYP)SAN LAT(TYP)**WM(TYP)10+00 11+00 12+00 13+00 14+00 15+0010+0011+0012+0013+008" DIP WATERLINE "B"STORM DRAINESMT.200'R205'R0+001+002+003+001-6" REDUCER,1-8" G.V.10+12. 9 7 OLEANDE R C O U R TAIR RELEASEVALVE**CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.603001530SCALE: 1" 30'MATCH LINE-SHEET 30MATCH LINE-SHEET 33NOTES:1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FORREFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OFTHESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITYCOMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TODETERMINE THE BEST COURSE OF ACTION.2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDED ON SHEET 4.151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241" 30'UTILITY PLAN 32Rev. No.Date0308/01/2024NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024 B16B17B18B19B20B30B23B25B28SSSSSSSSSSSS W W W SSSARVW W WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMARVWMWMWMWMWMWMWMSSSSSSSSSSSSSSSSSSSSSS SSSS SSSSSSSS SSSSSSSSW W W W W W W W W SS 14B14J24B24A353626G2614H14F14G14C14D26E14E26D2426FWWWWWWWWWWWWWWWWWWWWWWW5' CSE 5' CSELOT 2087LOT 2086LOT 2085LOT 2122LOT 2094LOT 2088LOT 2093LOT 2092LOT 2091LOT 2090LOT 20895' CSE5' CSELOT 2111LOT 2110LOT 2120LOT 2121LOT 2081LOT 2082LOT 2083LOT 2084LOT 2037LOT 2038LOT 2036LOT 2035LOT 2015LOT 2016LOT 2017LOT 2018LOT 2019LOT 2020LOT 2021LOT 2022LOT 2023LOT 2032LOT 2031LOT 2030LOT 2029LOT 2054LOT 2053LOT 2052LOT 2042LOT 2045LOT 2044LOT 2043LOT 2095LOT 2096LOT 2097LOT 2098LOT 2066LOT 2067LOT 2068LOT 2069LOT 2070LOT 2071LOT 2072LOT 2073LOT 2074LOT 2075LOT 2076LOT 2077LOT 2078LOT 2079LOT 2080LOT 2109LOT 2108LOT 2051LOT 2050LOT 2049LOT 2048LOT 2047LOT 2046LOT 2041LOT 2040LOT 2039LOT 2024LOT 2025LOT 2026LOT 2027LOT 2028LOT 2033LOT 20345' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE26C8"X8" CROSS3-8" G.V.,8"X6" REDUCER,2-6" G.V.8"X8" TEE,3-8" G.V.8"X8" CROSS, 4-8" G.V.8" DIP WATERLINE "C"8" DIP WATERLINE "B"8" DIP WATERLINE "B"8" DIP WATERLINE "D" 8" DIP WATERLINE "E"**WM(TYP)**WM(TYP)SAN LAT(TYP)SAN LAT(TYP)8"X6" TEE,2-6" G.V.CARNATION WAY SUNFLOWER WAY GRANITE RIDGE DRIVELOTUS BLOSSOM WAY PENGUIN CREST DRIVESECTION AA-2 SECTION AA-3 FREDERICKWATER ESMT.FREDERICKWATER ESMT.AIR RELEASEVALVE*STUB WITHFLUSHING ASS'Y* STUB WITHFLUSHING ASS'YAIR RELEASEVALVESTORM DRAINESMT.14+0015+0016+0017+0018+0010+00 11+00 12+00 10+00 11+00 12+00 13+00 14+00 15+0013+0024+0025+0026+0027+0028+0029+0030+00STREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHTFIRE HYD.ASS'Y W/BOLLARDS**WM(TYP)SAN LAT(TYP)FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.13+0014+0015+0016+0017+0018+008"X6" TEE,2-6" G.V.FIRE HYD.ASS'Y W/BOLLARDSSTORM DRAINESMT.200'RFIRE HYD.ASS'Y W/BOLLARDSFIRE HYD.ASS'Y W/BOLLARDS8"X6" TEE,2-6" G.V.4+005+006+007+008+009+00ARV10+00 11+00 12+00 10+00 11+00 12+00 13+00 14+00 1-8" GV1-8" GV**CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.603001530SCALE: 1" 30'MATCH LINE-SHEET 32 MATCH LINE-SHEET 31NOTES:1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWNHERE FOR REFERENCE PURPOSES IN COORDINATION OFCONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THERESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IFANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITYCOMPANY PLANS, THE ENGINEER MUST BE NOTIFIEDIMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.2.EXISTING SANITARY SEWER INVERT INFORMATION PROVIDEDON SHEET 4.151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241" 30'UTILITY PLAN 33Rev. No.Date0308/01/2024(*) A 25' PREBLAST ZONE SHALLBE REQUIRED FOR FUTURECONNECTIONS AS NEEDEDPER FREDERICK WATER'SINSPECTOR.(*) A 25' PREBLAST ZONE SHALLBE REQUIRED FOR FUTURECONNECTIONS AS NEEDEDPER FREDERICK WATER'SINSPECTOR.NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS125125AWWWWWWWWWWWWWWWWSSSSWWSARVGRANITE RIDGE DRIVE85' ROWGRANITE RIDGE DRIVE54' ROWSSSS SS WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMS S S S S SSSS SS SSSSSSWWWWWWWWL O T 2 1 4 2 LO T 2 1 4 1 LOT 2 1 4 0 LOT 2138 LOT 21 4 5 LO T 2 1 4 3 LOT 2139LOT 2137LO T 2 1 4 4 LOT 21 4 6 LOT 21 4 7 LOT 21 4 8 BMP #8LOT 2102LOT 2101LOT 2100LOT 2099LOT 2097LOT 2098LOT 2104LOT 210346814407462543024525HP447340504313HP414939004163HP368039534193406441934112HP41423588322133923392335141014071HP4138314032913351410140413991HP397246814559451846814555437743394488435242854167420640133929329132603082304940413970HP401032603020323240103942HP398232323880438844604619442242514097402539853943389638464193414241014041401039824622418333424791485848584925492349479148584858492549234942634217452746274627452746274560449341974264468142854681448845554352324132103182330143754651469847624772453747374889HP4577HP44904405428644054322413840714096414075OLR4075OLR4450438844754233409339504071413641364431443642984539EP7.0%6.0%5.2%6.0%6.0%6.0%5.1%6.4%6.8%8.2%7.5%5.6%7.0%6.0%5.2%6.0%6.0%6.0%5.1%6.4%6.8%8.2%7.5%5.6%3.0% 4.9% 3.6% 6.0% 3.0% 4.9%8.0%8.2%F F = 6 4 4 . 1 3 B F = 6 3 4 . 9 3 F F = 6 4 3 . 6 2 B F = 6 3 4 . 4 2WO FF= 6 4 3 . 2 1BF= 6 3 4 . 0 1WO FF= 642 .30BF= 633 .10WOSLAB = 647.41 SLAB = 647.41 SLAB = 645.48 SLAB = 646.15 SL A B = 64 3 . 4 5 SL A B = 64 4 . 1 2 FF= 642 .61BF= 633 .41WOFF= 642.02BF= 632.82WOSLAB =650.50SLAB =649.83SLAB =648.51SLAB =649.18SLAB =649.18SLAB =649.85SLAB =645.87SLAB =646.87644646646644 64264 2 6 3 2 63 4 63 6 63 8 64 0 6326346366386406 3 2 6 3 2 632632646644642640640642644646 6446426406406406406 4 0 64063863863264264464 6648646644646648 648 644646648 6406 4 1 . 2 5 6 4 1 . 2 5 64 1 . 2 5 6 4 1 . 2 5 6426426446426446486426426406 4 0 64 0 638 644640642640642644646648650648646650 646648644644644644644644644644644644 642 640640 644644646646646648646644 642642642642642642642 64264 2644 648644644648648648640646648650646648644644646642644646644648646650644 642642644646648644646648650 6446466486306326346366376376376366346326 3 0 6326 3 4 6 3 4 6 3 6 6 3 7 6 3 7 6 3 6 6 3 4 6 3 2 63 7 630 632 63 4 63 6 630634636638634632 634 636 638 634 63 2 634 637 636 637 636 630644642640638636634632630 637 637 636642 640638632.4 633.9 629.4 632.4 633.9 6 3 2 . 4 6 3 3 . 9 6 2 9 . 4 633.9632.4S E C T I O N A A - 1 S E C T I O N A A - 2 SEE SHEET 23FOR BMPGRADING ANDDETAILSOLEAN D E R C O U R T603001530SCALE: 1 = 30'MATCH LINE-SHEET 35MATCH LINE-SHEET 36151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 = 30'GRADING PLAN MATCH LINE-SHEET 37 34NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2.CONTRACTOR SHALL ADJUST EXISTING FREDERICKWATER FACILITIES TO GRADE PER FREDERICKWATER'S INSPECTORS REQUIREMENTSRev. No.Date0308/01/202408/20/2024 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SSSSSSSSSSSSSSSSS SSS SS SWWW W SSWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSSSS SS S SSSSS SS SSSSWW W WWMWMWMWM WMSSSS SS SS SSWWWWWWWWLOT 2137LOT 2127LOT 2126LOT 2125LOT 2124LOT 2123LOT 2122BMP #6PROPOSED PEDESTRIAN BRIDGEOVER STREAM (NO STREAMIMPACT PROPOSED)6' TRAIL6' TRAILLOT 2115LOT 2114LOT 2113LOT 2112LOT 2111LOT 2110LOT 2120LOT 2121LOT 2119LOT 2118LOT 2116LOT 2117LOT 2109LOT 2108LOT 2107LOT 2105LOT 2106LOT 2136LOT 2135LOT 2134LOT 2133LOT 2132LOT 2131LOT 2130LOT 2129LOT 212820323240103942HP3982323230083889HP383038803929378039293982317931792953289831253125306930693013284239293835HP38753875372438193669376336133718355735013663360634463390355034953334387538193779HP3819HP3723376337633678HP371837183623HP3663360636063566HP35503510HP355034953455HP349533253013301828062900273126292527301829132913285628562800280027452745249926953242370433713213354334433173338433843434333434343334343434343173384637973743368736313576352034643408335232423173401039823043449345604627426441973983404342804375443246274560449341974264442943724152409839123858400541054244434445214621400541054344424446214521373638364097419744154515400542653999393836233562441545154097419737363836318231293075301929632968306228522750269531004405432241384071409641464192HP349342534284HP33344122HP41043962HP33343809HP33343655HP333441774060407338293743359642963950377936003545OLR4314HP417844004312425339844075HP37493470TOP4167HP4091407039663981400536473646372237113806HP4233409339504071413641365:1 5:15:15: 1 5:15:15:13:13:1 3:13:13:13:12400WEIR 2400WEIR2400 WEIR2400WEIR 1250SUMP2100SPILLWAY2300TOP2828EX2638EX2698EX3317337735043752EP3651EP3768EP3775EP3448EP3451EP3324EP3425EP3302CL3.5%5.5%6.0%6.5%7.5% 7.4% 7.5% 7.5% 7.5%7.0%7.0%7.0%7.0%7.0%6.0%3.5%3.5%4.5%6.0%6.5%7.5% 7.4% 7.5% 7.5% 7.5%7.0%7.0%7.0%7.0%7.0%6.0%7.2%6.8%7.9%8.3%8.5%8.9%6.9%8.9%6.8%8.9%6.8%8.9%7.0%8.9%7.2%8.9%7.3%FF= 642.30BF= 633.10FF= 641.29BF=632.29WOFF= 640.95BF= 631.75WOFF= 640.39BF=631.19WOFF= 639.83BF= 630.63WOFF= 642.02BF= 632.82WOFF=639.38BF=630.18FF=638.63BF=629.63FF=638.26BF=629.06WOFF=637.70BF=628.50WOFF=637.15BF=627.95WOFF=640.59BF=631.39FF=642.12BF=632.92FF=643.54BF=634.34WOFF=646.74BF=637.54FF=645.13BF=635.93WOFF=639.05BF=629.86SLAB =645.75SLAB =640.65SLAB =637.96SLAB =638.96SLAB =643.04SLAB =643.24SLAB =642.57SLAB =641.65SLAB =644.04SLAB =645.81SLAB =646.81SLAB =644.75SLAB =641.57SLAB =642.57SLAB =645.53SLAB =646.20SLAB =646.876066086106126146166186206226245965 9 4598600602604606608602604606608610612614616618620 622 624 610 612 614 616 618 620 622 624 6206226246326286306266346226246206186176186206226 24628630626632 622624620618616614622 624 620 618 616 614618620622620614616618626626634620.5620.5625.5 625.5 6 25 .5625. 5 619620.5620.5620.5620.5620.56066086106126146166186206226245965 9 4598600602604606608602604606608610612614616618620 622 624 610 612 614 616 618 620 622 624 6206226246326286306266346226246206186176186206226 24628630626632 622624620618616614622 624 620 618 616 614618620622620614616618626626634620.5620.5625.5 625.5 6 25 .5625. 5 619620.5620.5620.5620.5620.56066086106126146166186206226245965 9 4598600602604606608602604606608610612614616618620 622 624 610 612 614 616 618 620 622 624 6206226246326286306266346226246206186176186206226 24628630626632 622624620618616614622 624 620 618 616 614618620622620614616618626626634620.5620.5625.5 625.5 6 25 .5625. 5 619620.5620.5620.5620.5620.5640638632642644646 640628628628634636638638640642644644642642642644644642640640638636 636640638636642640642 642644642640638636634632630630 632 628 630 632 632630632632630628634 630.90630.90636 638638634632630632634636638644642644644 632634630628625.5625.5619619619619619619619620624622622626628628624622622621621620MH180Top=596.00In(30)593.50Out=593.50Depth=2.50SE C T I O N A A - 2 SE C T I O N A A - 3 CARNATION WAY OLEANDER COURTPROP. RET.WALL(DESIGN BYOTHERS)SEE SHEETS24-25 FOR PONDGRADING ANDDETAILSSEE SHEET 23FOR BMPGRADING ANDDETAILSSUNFLOWER WAY 603001530SCALE: 1 = 30'MATCH LINE-SHEET 34MATCH LINE-SHEET 37151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 = 30'GRADING PLAN 35NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2.CONTRACTOR SHALL ADJUST EXISTING FREDERICKWATER FACILITIES TO GRADE PER FREDERICKWATER'S INSPECTORS REQUIREMENTSRev. No.Date0308/01/202408/20/2024 WWWWWWWWWWWWWWSSSSSSSSWWWWWWWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSSLAWFORD WAY52' ROWWEBSTER COURT52' ROWGRANITE RIDGE DRIVE54' ROWVERMILLION LANE36' ROWWWMWMWMWMWMWMWMWMW WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSS WMWMWMWMWMWMWMWMSSSS SSSSSSSSS S S S S S S S S S S S S SSSSSS SS S S S SSSSS SSWWWWWWWWWWWWWWWWWLOT 21 4 6 LOT 21 4 7 LOT 21 4 8 LOT 20 0 1 LOT 20 0 2 LOT 20 0 3 LOT 20 0 4 LOT 20 0 5 LOT 20 0 6 LOT 20 0 7 LOT 20 0 8 LOT 2014LOT 2015LOT 2016LOT 2017LOT 2009LOT 2013LOT 2060LOT 2059LOT 2058LOT 2057LOT 2056LOT 2055LOT 2054LOT 2053LOT 2052LOT 2102LOT 2101LOT 2100LOT 2099LOT 2097LOT 2098LOT 2103LOT 2061LOT 2062LOT 2063LOT 2064LOT 2065LOT 2066LOT 2067LOT 2068LOT 2010LOT 2011LOT 2012ARV4681440746254525HP447346814559451846814555437743394388446046194422462247344801488849885021512151625229512350914983495348454815465046195229516251215021498848884801473451865018518650375186506051865084525351025253517053205200532052305186518651865186525352535320532053874951497449885081508150815040514850705148509452135118521351425213516652805081508150815081521352135213528050814876470048764727487647494943477149434792502348325023485950234848764876487649434943502350235023479147284858475548584782492547984923485949488647914858485849254923494681468145443045134596469247874860494650254975516651995101HP4961HP487346824776HP49855025505450815100510351015144517951745233HP466047004735476548144890489347574900HP4745489548554976499949825012504643754651469847624772453747374889HP4577HP449048385028HP513650185025HP4917TOP5097HP4993TOP5025OLR4473TOP4818HP4732TOP4873HP4693TOP4638OLR4450438844754931SAG4587SAG5038EP4961EP4915EP4908EP4559EP4557EP4558EP4646EP4539EP4668EP5226CL8.2%7.5%5.6%8.2%7.5%5.6%6.9%9.0%4.4%8.5%4.1%8.3%4.3%6.4%8.0% 7.1% 6.0% 4.8% 7.2% 3.9% 5.7% 4.3% 6.2% 5.1% 4.5% 5.1% 3.7% 5.7% 4.5% 3.4% 5.4% 8.4% 7.1% 6.0% 8.2% 7.2% 9.1% 7.8% 6.8% 3.0% 4.9% 3.6% 6.0% 3.0% 4.9% SLAB = 647.41 SLAB = 647.41 SLAB = 646.15 SLAB =652.46SLAB =652.46SLAB =652.46SLAB =652.46SLAB =653.13SLAB =653.13SLAB =653.80SLAB =653.80SLAB =654.47SLAB =651.41SLAB =651.41SLAB =651.41SLAB =652.08SLAB =652.08SLAB =652.73SLAB =652.73SLAB =652.73SLAB =653.40SLAB =649.36SLAB =650.83SLAB =650.03SLAB =650.03SLAB =649.36SLAB =649.36SLAB =650.83SLAB =650.83SLAB = 652.22 SLAB = 652.89 SLAB = 650.81 SLAB = 651.81 SLAB = 649.48 SLAB = 650.48 SLAB = 647.94 SLAB = 648.61 SLAB =650.50SLAB =649.83SLAB =648.51SLAB =649.18SLAB =649.18SLAB =649.85SLAB =646.87644646646646644646 64 6648646644646648 648 644648648648650 648646 6 4 6 64664464 6 648648 648 650 650648 650650650652654654656652650654656652652652652652650650 64864 8 650 650648648650650 648 65265265265 0 650650652654656652WWW644642 640640 646644646648644644646644648646656650654652654656658654656658658656 6506526546546 5 0 652 650648652654 650648646644642642644646648644646648650648650648648650650652654652652652654656652650650648648650 652650646648650644 646 648 642 640644646646648650 644646648644642640638636634632630637 637 636642 640638629.4 632.4 633.9642SECTIO N A A - 1 SECTIO N A A - 2 GRANITE RIDGE DRIVEZINNIA LA N E PENGUIN CREST DRIVEEX GAS LINE TOBE FIELDVERIFIED.CORDINATEWITH UTILITYAND ENGINEERFOR CONFLICTSOLEAN D E R C O U R T 603001530SCALE: 1 = 30'MATCH LINE-SHEET 34MATCH LINE-SHEET 37 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 = 30'GRADING PLAN 36NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2.CONTRACTOR SHALL ADJUST EXISTING FREDERICKWATER FACILITIES TO GRADE PER FREDERICKWATER'S INSPECTORS REQUIREMENTSRev. No.Date0308/01/2024NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024 SSSSSSSSSSSS W W W SSSSARVW W WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMARVWMWMWMWMWMWMWMSSSSSSSSSSSSSSSSSSSSSSS SSS SSSSSSSS SSSSSSSSSW W W W W W W W W SS WWWWWWWWWWWWWWWWWWWWWWLOT 2087LOT 2086LOT 2085LOT 2122LOT 2094LOT 2088LOT 2093LOT 2092LOT 2091LOT 2090LOT 2089LOT 2111LOT 2110LOT 2120LOT 2121LOT 2081LOT 2082LOT 2083LOT 2084LOT 2037LOT 2038LOT 2036LOT 2035LOT 2015LOT 2016LOT 2017LOT 2018LOT 2019LOT 2020LOT 2021LOT 2022LOT 2023LOT 2032LOT 2031LOT 2030LOT 2029LOT 2054LOT 2053LOT 2052LOT 2042LOT 2045LOT 2044LOT 2043LOT 2095LOT 2096LOT 2097LOT 2098LOT 2066LOT 2067LOT 2068LOT 2069LOT 2070LOT 2071LOT 2072LOT 2073LOT 2074LOT 2075LOT 2076LOT 2077LOT 2078LOT 2079LOT 2080LOT 2109LOT 2108LOT 2051LOT 2050LOT 2049LOT 2048LOT 2047LOT 2046LOT 2041LOT 2040LOT 2039LOT 2024LOT 2025LOT 2026LOT 2027LOT 2028LOT 2033LOT 20344285424142874116403737044127412740773371357337253439014191HP4077HP53205200532052305387526053875278545153465451537655185406551854365518545455355471553554545535542354685393546853635371530753715283537152595304523553045211530451855320538753875451545155185518551855355535553554685468537153715371530453045304181351425213516652805210528052405347526453475288541453125414533654815380548154035481540855485387548153635481533954815309541452035278518552785162527851315211521352135280528053475347541454145481548154815548548154815481541452785278527852112348325023485950234880502349025090492350904963515649905156501252235033522350555223508652235082522350615156503751565007501148805011486250114838494448085023502350235023509050905156515652235223522352235223515651565011501150114944492348594990488649904913499049285147504451475071514750875147508351475057514750275080499750104867499148334877478449234990499049905147514751475147514751475080456046274375443246274560442943724521462146214521441545154005426544154515517951745170526252805318532654205467HP5411535152025181515651145108502053435359HP50955510HP530451665350HP4890489348604916499750745079508451505121508850564954486650925193HP5049HP50125046507051135161521252145299536453175289524551865010477248004825458645370544054438349342534284HP429644005240HP498252225441HP531254855329535851884887OLR5217HP5035TOP51044764473551555155515550684773495949164874481547674873HP4895HP4814TOP4824TOP4968TOP4805TOP5152HP5032HP484548774877487748774886487744944485HP440043514312429544654591HP4508445043884576HP44754233EX2638EX2698EX337735045084HP4774SAG5401HP4882SAG5094SAG4923EP4911EP4823EP4823EP4994EP5191EP5176EP5136EP5138EP5268EP4945EP4764EP4868EP4853EP4854EP4945EP4853EP4854EP4764EP5095CLSLAB =653.38SLAB =653.38SLAB =653.38SLAB =652.71SLAB =650.04SLAB =650.71SLAB =650.71SLAB =650.713.5%3.5%5.7%4.3%6.0%5.2%5.0%3.6%5.3%3.9%3.0%3.0% 3.9% 5.3% 3.6% 5.0% 3.0% 4.2% 5.3% 3.3% 4.4% 5.7% 4.5%3.4%5.4%3.3%5.1%3.9%6.0%4.9%6.9%6.2%3.7%6.7%4.5% 5.6% 6.8% 5.0% 3.6% 4.4% 5.5% 3.8% 6.2% 7.1% 8.2% 8.4% 7.8%6.8%5.8%7.9%6.0%7.9%6.9%9.0%8.0%6.5%6.7%7.7% 5.7% 7.1% 3.0%4.9%3.7%2.9%4.9%3.6%2.9%3.0%4.3% 5.7% 3.9% 6.0% 6.6% 3.9%7.2%6.8%8.9%6.9%8.9%7.0%SLAB =653.38SLAB =653.38SLAB =653.38SLAB =652.71SLAB =650.04SLAB =650.71SLAB =650.71SLAB =650.71FF= 652.11BF= 642.91WOFF= 650.97BF= 641.77WOFF= 652.30BF= 643.10SLAB =653.80SLAB =653.80SLAB =654.47SLAB =654.47SLAB =655.11SLAB =655.11SLAB =655.78SLAB =655.78SLAB =655.78SLAB =655.95SLAB =655.95SLAB =655.95SLAB =655.28SLAB =655.28SLAB =652.73SLAB =652.73SLAB =653.40SLAB =653.40SLAB =654.07SLAB =654.07SLAB =654.74SLAB =654.74SLAB =655.41SLAB =655.41SLAB =656.08SLAB =655.41SLAB =655.41SLAB =655.41SLAB =654.74SLAB =650.83SLAB =650.83SLAB =652.16SLAB =652.16SLAB =651.50SLAB =651.50SLAB =650.83SLAB =650.83SLAB =652.83SLAB =652.16SLAB =652.16SLAB =652.83SLAB =652.83SLAB =652.83SLAB =652.83FF=646.74BF=637.54SLAB =650.50SLAB =649.83SLAB =651.40SLAB =652.07SLAB =652.07SLAB =652.07SLAB =652.07SLAB =652.07SLAB =652.07SLAB =645.75SLAB =654.31SLAB =654.31SLAB =654.31SLAB =653.64SLAB =653.64SLAB =653.64SLAB =655.41SLAB =645.81SLAB =646.81SLAB =644.75SLAB =650.50SLAB =650.50SLAB =646.20SLAB =646.87642644648 644646644 6426366386446426446466486466466486506506446466486506386326366346306286326406366346426446386466 4 8648 640 642 644 6 4 6 642 644 646 648 650644646648650650652650652652654652654654652 650650650652650650646650648646646 6446506486466506486466 5 0 650648654654652 650652654654654652652654656652654656652 654654 652 650652650652654654650 652648 652 652 652652652644642642640640650 648WWWWWWWWWWWSECTION AA-2 SECTION AA-3 CARNATION WAY SUNFLOWER WAY GRANITE RIDGE DRIVELOTUS BLOSSOM WAY PENGUIN CREST DRIVE603001530SCALE: 1 = 30'MATCH LINE-SHEET 36 MATCH LINE-SHEET 35151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 = 30'GRADING PLAN 37NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2.CONTRACTOR SHALL ADJUST EXISTING FREDERICKWATER FACILITIES TO GRADE PER FREDERICKWATER'S INSPECTORS REQUIREMENTSRev. No.Date0308/01/2024NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024 SSSS SS WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMS S S S S SSSS SS SSSSSSWWWWWWWWL O T 2 1 4 2 LO T 2 1 4 1 LOT 2 1 4 0 LOT 2138 LOT 21 4 5 LO T 2 1 4 3 LOT 2139LOT 21375' C S E LO T 2 1 4 4 LOT 21 4 6 LOT 21 4 7 LOT 21 4 8 BMP #8FREDERICKWATER ESMT.15+00 16+0 0 17 + 0 0 1 8 + 0 0 19+0019+8520+00LOT 2102LOT 2101LOT 2100LOT 2099LOT 2097LOT 2098LOT 2104LOT 21035' CSE5' CSE644646646644 64264 2 6 3 2 63 4 63 6 63 8 64 0 6326346366386406 3 2 6 3 2 632632646644642640640642644646 6446426406406406406 4 0 64063863863264264464 6648646644646648 648 644646648 6406 4 1 . 2 5 6 4 1 . 2 5 64 1 . 2 5 6 4 1 . 2 5 642642644SNOWDEN BRIDGE BLVDBASED ON A SEPARATEAPPROVED PLAN666666622222333333333344SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX136EX135EX134EX133125125A2280' SDRS E C T I O N A A - 1 S E C T I O N A A - 2GRANITE RIDGE DRIVE776766366466280' SDLSTORM DRAINESMT.TURFTURFOLEANDE R C O U R T603001530SCALE: 1" 30'NOTES:1.TREE SIZE SHOWN ON PLAN ARE APPROXIMATE. ACTUAL SIZES ARE AS SHOWN ON PLANT SCHEDULE2.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 LOOSENTHE COMPACTED SOILS AND ADD AMENDMENTS5.TOWNHOUSE SHRUB PLANTINGS ARE ILLUSTRATIVE - LOCATION OF ENTRY WALKS/ STEPS, ETC. ARE NOT DETERMINED AT THIS TIME SHRUBLOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION. FOR SHRUB SPECIES INFORMATION SEE DETAIL & PLANT LISTMATCH LINE-SHEET 39 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024MATCH LINE-SHEET 41MATCH LINE-SHEET 401" 30'LANDSCAPE PLAN 38Rev. No.Date0308/01/202408/20/2024 SSSS SS SSSSSSSSSSSSSSSSS SSS SS SWWW W SSWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSSSSSSSS SS S SSSSS SS SSSSWW W WWMWMWMWM WMSSSS SS SS SSWWWWWWWWLOT 2138LOT 21375' CSE5' CSE5' CSELOT 2127LOT 2126LOT 2125LOT 2124LOT 2123LOT 212220' FREDERICKWATER ESMT.8BMP #6FREDERICK WATERESMT.19+0020+0021+0022+0023+0012+00 13+00 14+00LOT 21155' CSE5' CSELOT 2114LOT 2113LOT 2112LOT 2111LOT 2110LOT 2120LOT 2121LOT 2119LOT 2118LOT 2116LOT 2117LOT 2109LOT 2108LOT 2107LOT 2105LOT 2106LOT 2136LOT 2135LOT 2134LOT 2133LOT 2132LOT 2131LOT 2130LOT 2129LOT 2128PROP. RET. WALL(DESIGN BYOTHERS)10+0011+0012+0013+005:1 5:15:1 5 :15:15:15:13:13:1 3:13:13:13:16066086106126146166186206226245965 9 4598600602604606608602604606608610612614616618620 622 624 610 612 614 616 618 620 622 624 620622624632628630626634622624620618617618620622624628630626632 622624620618616614622 624 620 618 616 614618620622620614616618626626634620.5620.5625.5 625.5 625 .5 625 .5619620.5620.5620.5620.5620.56066086106126146166186206226245965 9 4598600602604606608602604606608610612614616618620 622 624 610 612 614 616 618 620 622 624 620622624632628630626634622624620618617618620622624628630626632 622624620618616614622 624 620 618 616 614618620622620614616618626626634620.5620.5625.5 625.5 625 .5 625 .5619620.5620.5620.5620.5620.56066086106126146166186206226245965 9 4598600602604606608602604606608610612614616618620 622 624 610 612 614 616 618 620 622 624 620622624632628630626634622624620618617618620622624628630626632 622624620618616614622 624 620 618 616 614618620622620614616618626626634620.5620.5625.5 625.5 625 .5 625 .5619620.5620.5620.5620.5620.5640638632642644646 640628628628634636638638640642644644642642642644644642640640638636 636640638636642640642 642644642640638636634632630630 632 628 630 632 632630632632630628634 630.90630.90636 638638634632630632634636638644642644644 632634630628625.5625.5619619619619619619619620624622622626628628624622622621621620622222222222222255555444SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX132EX131280' SDR280' SDL91' SDR SE C T I O N A A - 2 SE C T I O N A A - 3SIGHT DISTANCEESMTCARNATION WAY OLEANDER COURTSUNFLOWER WAY 466676666664466666222224280' SDLSTORM DRAINESMT.STORM DRAINESMT.STORM DRAINESMT.6' TRAILTURFTURFTURFTURF10' AQUATIC BENCH10' AQUATIC BENCH10' AQUATIC BENCH603001530SCALE: 1 30'MATCH LINE-SHEET 38 MATCH LINE-SHEET 41151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 30'LANDSCAPE PLAN 39Rev. No.Date0106/24/202408/20/2024 W WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMSS WMWMWMWMWMWMWMWMSSSS SSSSSSSSS S S S S S S S S S S S S SSSSSS SS S S S SSSSS SSWWWWWWWWWWWWWWWWW5' CSE LOT 21 4 6 LOT 21 4 7 LOT 21 4 8 LOT 20 0 1 LOT 20 0 2 LOT 20 0 3 LOT 20 0 4 LOT 20 0 5 LOT 20 0 6 LOT 20 0 7 LOT 20 0 8 20' FREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.10+12. 9 7 11+00 12+00 13+00 14+00 15+00 16+0 010+0011+0013+0012+0019+8521+0022+0023+0024+0020+00LOT 2014LOT 2015LOT 2016LOT 2017LOT 2009LOT 2013LOT 2060LOT 2059LOT 2058LOT 2057LOT 2056LOT 2055LOT 2054LOT 2053LOT 2052LOT 2102LOT 2101LOT 2100LOT 2099LOT 2097LOT 2098LOT 2103LOT 2061LOT 2062LOT 2063LOT 2064LOT 2065LOT 2066LOT 2067LOT 2068LOT 2010LOT 2011LOT 20125' CSE5' CSE5' CSE5' CSE5' CSE5' CSEARV644646646646644646 64 6648646644646648 648 644648648648650 648646 6 4 6 64664464 6 648648 648 650 650648 650650650652654654656652650654656652652652652652650650 64864 8 650 650648648650650 648 65265265265 0 650650652654656652WWW666666666666333333333441280' SDL280' SDR280' SDL280' SDR280' SDR280' SDR 146 ' S D L SECTIO N A A - 1 SECTIO N A A - 2 SIGHTDISTANCEESMTGRANITE RIDGE DRIVEZINNIA LA N E PENGUIN CREST DRIVEGRANITE RIDGE DRIVEVERMILLION LANELAWFORD WAYWEBSTER COURT7767663116676777776677677611677777766446666666666STORM DRAINESMT.STORM DRAINESMT.STORM DRAINESMT.11111116OLEANDE R C O U R T 603001530SCALE: 1 30'MATCH LINE-SHEET 38MATCH LINE-SHEET 41 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 30'LANDSCAPE PLAN 40Rev. No.Date0308/01/2024NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024 SSSSSSSSSSSS W W W SSSSARVW W WMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMWMARVWMWMWMWMWMWMWMSSSSSSSSSSSSSSSSSSSSSS SSSS SSSSSSSS SSSSSSSSSW W W W W W W W W SS WWWWWWWWWWWWWWWWWWWWWW5' CSE 5' CSELOT 2087LOT 2086LOT 2085LOT 2122FREDERICKWATER ESMT.13+0014+0015+0016+0017+0018+0010+00 11+00 12+0024+0025+0026+0027+0028+0029+00LOT 2094LOT 2088LOT 2093LOT 2092LOT 2091LOT 2090LOT 20895' CSE5' CSELOT 2111LOT 2110LOT 2120LOT 2121LOT 2081LOT 2082LOT 2083LOT 2084LOT 2037LOT 2038LOT 2036LOT 2035LOT 2015LOT 2016LOT 2017LOT 2018LOT 2019LOT 2020LOT 2021LOT 2022LOT 2023LOT 2032LOT 2031LOT 2030LOT 2029LOT 2054LOT 2053LOT 2052LOT 2042LOT 2045LOT 2044LOT 2043LOT 2095LOT 2096LOT 2097LOT 2098LOT 2066LOT 2067LOT 2068LOT 2069LOT 2070LOT 2071LOT 2072LOT 2073LOT 2074LOT 2075LOT 2076LOT 2077LOT 2078LOT 2079LOT 2080LOT 2109LOT 2108LOT 2051LOT 2050LOT 2049LOT 2048LOT 2047LOT 2046LOT 2041LOT 2040LOT 2039LOT 2024LOT 2025LOT 2026LOT 2027LOT 2028LOT 2033LOT 20345' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSEFREDERICKWATER ESMT.FREDERICKWATER ESMT.FREDERICKWATER ESMT.13+0014+0015+0016+0017+00642644648 644646644 6426366386446426446466486466466486506506446466486506386326366346306286326406366346426446386466 4 8648 640 642 644 6 4 6 642 644 646 648 650644646648650650652650652652654652654654652 650650650652650650646650648646646 6446506486466506486466 5 0 650648654654652 650652654654654652652654656652654656652 654654 652 650652650652654654650 652648 652 652 652652652644642642640640650 648WWWWWWWWWWW776676666665555544444411111115280' SDL280' SDL280' SDR280' SDL280' SDR280' SDL280' SDL280' SDR45SECTION AA-2 SECTION AA-3 CARNATION WAY SUNFLOWER WAY GRANITE RIDGE DRIVELOTUS BLOSSOM WAY PENGUIN CREST DRIVE44446776776646777664621117777766667777766777777766667776111111177766677766677777776666666666666666666STORM DRAINESMT.STORM DRAINESMT.STORM DRAINESMT.STORM DRAINESMT.66603001530SCALE: 1 30'MATCH LINE-SHEET 39MATCH LINE-SHEET 40 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 30'LANDSCAPE PLAN 41Rev. No.Date0308/01/2024NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024 TOWNHOUSE/MULTIPLEX SHRUB PLANTING DETAIL, TYP.END UNITS - TWO (2) KALMIA LATIFOLIA 'MINUET' (MINUET MOUNTAINLAUREL) EACH.CENTRAL UNITS - ONE (1) AZALEA X 'ROSEBUD' (ROSEBUD AZALEA) EACH*NOTE: SOME TOWNHOUSE /TOWNHOUSE STICK SHRUB PLACEMENTMAYDIFFER FROM DETAIL DUE TO INDIVIDUAL TOWNHOUSE FOOTPRINTORIENTATION, SEE LANDSCAPE PLANS TO VERIFY PLACEMENT.STREETSTREETTREE (TYP.)STREETTREE (TYP.)SHRUBKALMIA LATIFOLIA(KEY #6)AZALEA X'ROSEBUD'(KEY #7)SHRUBKALMIA LATIFOLIA(KEY #6)STREETXSTREETTREE (TYP.)PROFFERED UNIT TYPE 5 (MODIFIED SINGLE FAMILY SMALL LOT) PLANTING DETAIL1 STREET TREE FOR EVERY 40' OF FRONTAGE TYPICALXSTREETTREE (TYP.)GENERAL CONDITIONSSCOPE OF WORKTHE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TOCOMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLYCHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN TO ENSURETHERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING ANDTHE PLANT LIST, THE DRAWING TAKES PRECEDENCE.STANDARDSALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARDFOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION(ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTEDAND CERTIFIED BY STATE PLANT INSPECTORS. COLLECTED MATERIAL MAY BE USED ONLYWHEN APPROVED BY OWNER'S REPRESENTATIVE. NOMENCLATURE WILL BE IN ACCORDANCEWITH HORTUS III BY L.H. BAILEY.ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONINGORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE.ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTYPLANNING DEPARTMENT.SUBSTITUTIONS: PRE-BIDIT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORTTO FIND THE PLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPECONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HERCONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IFTHERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTEDFOR A SELECTED PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUSPRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.SUBSTITUTIONS: POST-BIDIT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THECONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BEAPPROVED BY THE OWNER'S REPRESENTATIVE.UTILITIES AND UNDERGROUND FEATURESTHE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERALCONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES.IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECTSHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANYCOST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARETO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS AREINAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THELANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BERELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION ATA NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TOACCOMMODATE THE POOR DRAINAGE.TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTSWARRANTYTHE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD ANDANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVEAND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIALTHAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NOCHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK, OR25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTINGPERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINALSPECIES UNLESS OTHERWISE NEGOTIATED.STANDARDSA. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM INGENERAL 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 TRUNK2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6"ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUNDLEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKEPRECEDENCE OVER CALIPER.C. CONTAINER - GROWN STOCK1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT.CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THEROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL DEVELOPED AND WELLDISTRIBUTED THROUGH OUT THE CONTAINER.2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTEDROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THEROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT.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 THETRANSPORT OF MATERIALS.F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCHAND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORETHAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL.INSPECTIONA. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'SREPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TOSPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OROWNER'S REPRESENTATIVE.C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPEARCHITECT UPON REQUEST.PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBSA. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER.B. FOR UNTREATED PLASTIC CONTAINER-GROWN PLANTS WITH CIRCLING ROOTS, SEPARATEROOTS 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 EXISTINGGRADE.D. APPLY A 2 TO 3" THICK LAYER OF APPROVED HARDWOOD MULCH. KEEP MULCH 6" AWAY FROMTHE TRUNK OF ALL TREES AND SHRUBS.E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE BAGS REMOVED DURING THEPLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY.NOTES:1. ALL PLANTINGS SHALL CONFORM WITH §165-203.01B OF THE FREDERICKCOUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE,AND MAINTENANCE)2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THEFREDERICK COUNTY PLANNING DEPARTMENT.STREET TREES REQUIRED: (SINGLE FAMILY UNITS ONLY)1 STREET TREE FOR EVERY 40' OF FRONTAGE2,050 LF OF FRONTAGE PROPOSED: 2,500 / 40 = 51 STREET TREES REQUIREDORNAMENTAL TREES REQUIRED: (TOWNHOUSE/MULTIPLEX UNITS ONLY)2 ORNAMENTAL TREES FOR EVERY 5 UNITS (TOWNHOUSE ONLY)77 TOWNHOUSE UNITS (124/ 5 X 2) = 50 ORNAMENTAL TREES REQUIREDTOTAL TREES REQUIRED: 101ORNAMENTAL PROVIDED: 50STREET TREES PROVIDED: 51TOTAL TREES PROVIDED: 101ORNAMENTAL SHRUBS REQUIRED: (TOWNHOUSE UNITS ONLY)6 ORNAMENTAL SHRUBS FOR EVERY 5 UNITS (TOWNHOUSE ONLY)77 TOWNHOUSE UNITS (124 / 5 X 6) = 150 ORNAMENTAL SHRUBS REQUIREDTOTAL ORNAMENTAL SHRUBS REQUIRED: 150TOTAL ORNAMENTAL SHRUBS PROVIDED: 1603" EARTHSAUCEREXISTING SUB-BASEBACKFILL WITH SOIL MIX OF 3/4EXISTING SOIL & 1/4 ORGANIC MATTERREMOVE BURLAP FROMTOP 1/2 OF ROOT BALLSET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADEREMOVE PROBLEM, DISEASED ORWEAK BRANCHES ONLY. LEAVEPLANT'S NATURAL FORM INTACTSHRUB PLANTING DETAILNOT TO SCALE3" MULCH6" MIN12"MIN151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/ALANDSCAPE DETAILS 4221European BeechFagus Sylvatica41046Cont. or B&B2.5" cal B&BPROPOSED TREE PLANTINGSPROPOSED SHRUB PLANTINGS11LacebarN ElmUlmus ParviIolia2.5" cal B&B5Kalmia LatiIolia 'Minuet'Minuet Mountain LaurelSTREET TREES AND PARKING LOT PLANTINGSKEYBOTANIC NAMECOMMON NAMEQUANTITYSIZE15Cercidiphyllum JaponicumKatsura Tree2.5" cal B&B325Chinese PistachePistacia Chinensis2.5" cal B&B229KentucNy CoIIeetreeGymnocladus Dioicus2.5" cal B&B1567Cont. or B&BAzalea 'X' RosebudRosebud Azalea (Gable Hybrid)Rev. No.Date 08/20/2024 SSSSSSSSS SSS 630628630626632630628630626632630628630626632632630628 630 63 2 63 2630 630.90630.906322TURFTURFW640642644641.25641.2564264264422TURFTURFSSSSSSSSSSSWMWMSS SS SSSSSSSS SS SSW5' CSE6' TRAIL6' TRAILLOT 21285:15:15:15:15:15:15:13:13:1 3:13:13:1606608610612614616618620 622 624 610 612 614 616 618 620 622 624 624632628630626634622624620618617618620622624628626622624620618616614622 624 620 618 616 614618620622620614616618 626634620.5620.5625. 5 625. 5625.5625.5619620.5620.5620.5620. 5620.5606608610612614616618620 622 624 610 612 614 616 618 620 622 624 624632628630626634622624620618617618620622624628626622624620618616614622 624 620 618 616 614618620622620614616618 626634620.5620.5625. 5 625. 5625.5625.5619620.5620.5620.5620. 5620.5606608610612614616618620 622 624 610 612 614 616 618 620 622 624 624632628630626634622624620618617618620622624628626622624620618616614622 624 620 618 616 614618620622620614616618 626634620.5620.5625. 5 625. 5625.5625.5619620.5620.5620.5620. 5620.5630.90630.90619619619619619619619620624622622626628628624622622621621620291' SDR10' AQUATIC BENCH10' AQUATIC BENCH10' AQUATIC BENCHNOTES:1. ALL PLANTINGS SHALL CONFORM WITH §165-203.01B OF THE FREDERICK COUNTY ZONINGORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE)2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTYPLANNING 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 PERPENNINGTON SEED COMPANY NO SLOPE IN EXCESS OF 25% WILL BE SEEDED.4. *GRASSES SHOWN ABOVE MAY BE SEEDED RATHER THAN CONTAINER GROWN, WHEN AVAILABLEcommon eastern nineEarNPhysocarpXs opXliIoliXs3 cont.PROPOSED PLANTINGSKEY BOTANIC NAME COMMON NAME QUANTITY SIZEItea virginicaVirginia sweetspireViEXrnXm dentatXmsoXthern arrowwood*Typha sp.Cattails3 cont.3 cont.*Peltandra virginicaArrow ArXm*ScipXs validXs SoIt Stem BXlrXsh*Lenna sp.DXcNweedSHRUBS AND GRASS4inNEerry hollyIlex galaEra3 gal.1 Gal, 24 O.C.COMMINGLE 1 Gal., 24 O.C.COMMINGLE 1 Gal., 24 O.C.COMMINGLE 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024AS SHOWNLANDSCAPE DETAILS10611337337417417191191 1001020SCALE: 1 10'1001020SCALE: 1 10'4340200620SCALE: 1 20'*SorghastrXm nXtensIndian grass*Schi]achyriXm scorariXmlittle ElXestemRev. No.Date0308/01/202408/20/2024 17+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+5026+0026+5027+0027+5028+0028+5029+0029+5030+0030+5031+0031+506256306356406456506556606656706756806256306356406456506556606656706756802.50%0.90%1.00%1.58%PVC STA.17+87.50PVC ELEV.643.45PVI STA.19+00.00PVI ELEV.641.04PVT STA.20+12.50PVT ELEV.643.85VC = 225.00SD = 250'K-Val = 48.4SAG = 18+91.39ELEV. = 642.33PVC STA.20+80.00PVC ELEV.645.54PVI STA.21+00.00PVI ELEV.646.04PVT STA.21+20.00PVT ELEV.646.22VC = 40.00SD = 435'K-Val = 25.0PVC STA.26+20.00 PVC ELEV.650.72 PVI STA.26+50.00 PVI ELEV.650.99 PVT STA.26+80.00 PVT ELEV.650.69VC = 60.00SD = 380'K-Val = 31.6CREST = 26+48.42ELEV. = 650.84PVC STA.29+60.00 PVC ELEV.647.89 PVI STA.30+05.00 PVI ELEV.647.44 PVT STA.30+50.00 PVT ELEV.648.15VC = 90.00SD = 379'K-Val = 34.8SAG = 29+94.83ELEV. = 647.71610615620610615620APPROX. LOC. EX GAS LINECONTRACTOR TO FIELDVERIFY LOCATION AD-UST ASNECESSARYFUTURE CONNECTION TOMANHOLE. DESIGN DEPTHACCOUNTS FOR FUTURECONNECTION TO MANHOLEGRANITE RIDGE DRIVEVARIABLE ROWDESIGN SPEED 25 MPH19+85.00SECTION AA-219+85.00SECTION AA-130+03.36FUTURE SECTIONAA-330+03.36SECTION AA-2 21+24.47 = 14+24.37℄ INTX =INNIA LANE OLEANDER COURT 25+20.86 = 14+23.56 ℄ INTX CARNATION WAY 28+19.36 = 14+82.40 ℄ INTX LOTUS BLOSSOM WAY SUNFLOWER WAYEX.GRADEPROP. GRADEPROP. GRADE30' - 8"SDR 3526 # 0.50%184' - 8" SDR 3526 # 0.50%200' - 8" SDR 3526 # 2.76%B12B29B24B2521+37.35 = BaseINV OUT = 634.78 21+66.23 = Base INV OUT = 635.13 INV IN = 635.33 23+49.76 = Base INV OUT = 636.25 INV IN = 636.45 25+49.60 = Base INV OUT = 641.96 TOP = 646.35TOP = 646.51 TOP = 648.16 TOP = 649.96 WL XING STM XING STM XING 239' - 8" SDR 3526 # 3.02%B20B1625+73.60 = Base INV OUT = 642.18 28+12.66 = Base INV OUT = 634.75 INV IN = 634.95 INV IN = 634.95 INV IN = 634.95 TOP = 650.18 TOP = 649.24 200' - 8" SDR 3526 # 0.50%B3030+12.36 = Base INV OUT = 635.95 TOP = 647.71 STM XING184' - 8" SDR 3526 # 0.50%1+48 - 4" LAT - (35') LOT 2099 - Inv=637.52 1+23 - 4" LAT - (35') LOT 2100 - Inv=637.40 0+96 - 4" LAT - (35') LOT 2101 - Inv=637.26 0+69 - 4" LAT - (35') LOT 2102 - Inv=637.12 0+40 - 4" LAT - (23') LOT 2061 - Inv=639.73 0+67 - 4" LAT - (23') LOT 2062 - Inv=639.86 0+91 - 4" LAT - (23') LOT 2063 - Inv=639.99 1+15 - 4" LAT - (23') LOT 2064 - Inv=640.11 1+41 - 4" LAT - (23') LOT 2065 - Inv=640.24 2+14 - 4" LAT - (23') LOT 2075 - Inv=644.47 2+39 - 4" LAT - (21') LOT 2074 - Inv=645.01 1+68 - 4" LAT - (23') LOT 2076 - Inv=643.09 1+45 - 4" LAT - (23') LOT 2077 - Inv=644.69 1+21 - 4" LAT - (23') LOT 2078 - Inv=643.97 0+96 - 4" LAT - (23') LOT 2079 - Inv=644.36 0+70 - 4" LAT - (23') LOT 2080 - Inv=643.57 1+18 - 4" LAT - (35') LOT 2090 - Inv=644.51 1+48 - 4" LAT - (35') LOT 2091 - Inv=643.67 1+70 - 4" LAT - (35') LOT 2092 - Inv=644.17 2+01 - 4" LAT - (35') LOT 2093 - Inv=645.29 2+31 - 4" LAT - (35') LOT 2094 - Inv=644.45 0+58 - 4" LAT - (35') LOT 2088 - Inv=642.69 0+90 - 4" LAT - (35') LOT 2089 - Inv=643.66 1+54 - 4" LAT - (35') LOT 2085 - Inv=637.17 1+30 - 4" LAT - (35') LOT 2086 - Inv=637.06 0+77 - 4" LAT - (23') LOT 2082 - Inv=641.83 1+02 - 4" LAT - (23') LOT 2083 - Inv=641.96 1+25 - 4" LAT - (23') LOT 2084 - Inv=642.07 INV IN = 634.98INV IN = 634.98 1+10 - 4" LAT - (35') LOT 2095 - Inv=642.84 0+86 - 4" LAT - (35') LOT 2096 - Inv=643.08 0+59 - 4" LAT - (35') LOT 2097 - Inv=641.57 0+31 - 4" LAT - (35') LOT 2098 - Inv=641.55 0+00 - 4" LAT - (21') LOT 2066 - Inv=642.49 0+29 - 4" LAT - (23') LOT 2067 - Inv=641.44 0+54 - 4" LAT - (23') LOT 2068 - Inv=642.13 0+79 - 4" LAT - (23') LOT 2069 - Inv=642.82 1+03 - 4" LAT - (23') LOT 2070 - Inv=643.50 1+49 - 4" LAT - (23') LOT 2071 - Inv=643.60 1+75 - 4" LAT - (23') LOT 2072 - Inv=644.32 2+00 - 4" LAT - (21') LOT 2073 - Inv=644.79 PAVEMENT DESIGN(AADT: 638)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.110" 21B2" SM-12.5ADESIGN SPEED: 25 MPH1.5'MIN.NOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETIONNOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.2.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARY STREETACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THE SYSTEM OF STATEHIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OFTRANSPORTATION OR FREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURALADDITION FUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERAL ASSEMBLY ANDALLOCATED BY THE COMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONG TO THE HOA ANDARE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE STREETS.151 WLnG\ HLll Lane WLnFKesWeU VLUJLnLa 22602 TeleSKRne: (540) 662-4185 Fa[: (540) 722-9528 ZZZ.JUeenZa\enJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIA OFFICES IN: WINCHESTER VA MARTINSBURG WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIATC=-=S692760BSTEPHENSON VILLAGE II SECTION AA-206172024(H) 1" = 50'GRANITE RIDGE DRIVE PROFILE (V) 1" = 5'44Rev. NR.DaWe030801202408/20/2024 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+006206256306356406456506556606656706206256306356406456506556606656701.88%1.70%3.21%0.99%2.15%1.76%1.00%2.25%0.90%1.09%PVC STA.10+50.00PVC ELEV.651.56PVI STA.10+80.00PVI ELEV.651.00PVT STA.11+10.00PVT ELEV.650.49VC = 60.00SD = 1000'K-Val = 342.9PVC STA.12+50.00PVC ELEV.648.11PVI STA.12+65.00PVI ELEV.647.86PVT STA.12+80.00PVT ELEV.647.37VC = 30.00SD = 456'K-Val = 19.9PVC STA.12+85.00PVC ELEV.647.21PVI STA.13+40.00PVI ELEV.645.45PVT STA.13+95.00PVT ELEV.645.99VC = 110.00SD = 176'K-Val = 26.2SAG = 13+69.09ELEV. = 645.87PVC STA.16+95.00 PVC ELEV.640.89 PVI STA.17+15.00 PVI ELEV.640.44 PVT STA.17+35.00 PVT ELEV.640.26VC = 40.00SD = 1000'K-Val = 29.6PVC STA.18+10.00 PVC ELEV.639.58 PVI STA.18+40.00 PVI ELEV.639.31 PVT STA.18+70.00 PVT ELEV.638.99VC = 60.00SD = 3461'K-Val = 309.8610615605595600605610615595600OLEANDER COURTVARIABLE ROWDESIGN SPEED 25 MPHPROP. GRADEPROP. GRADEEX.GRADEEX.GRADE11+34.07 = 10+00.00 ℄ INTX PENGUIN CREST DR.14+24.37 = 21+47.27℄ INTX GRANITE RIDGE DR. 20+24.97 = 10+00.00 ℄ INTX CARNATION WAY 23+23.49 = 10+00.00 ℄ INTX SUNFLOWER WAY TOP = 646.35193' - 8" SDR 35/26 # 0.50%143' - 8" SDR 35/26 # 4.03%143' - 8" SDR 35/26 # 0.67%138' - 8" SDR 35/26 # 1.00%288' - 8" SDR 35/26 # 1.04%129' - 8" SDR 35/26 # 2.03%B14B13B12B11B10B9B8B7B614+23.11 = BaseINV OUT = 634.78INV IN = 634.98INV IN = 634.98 16+14.72 = Base INV OUT = 633.62 INV IN = 633.82 17+54.38 = Base INV OUT = 627.67 INV IN = 627.87 18+94.59 = Base INV OUT = 626.51 INV IN = 626.71 20+30.83 = Base INV OUT = 624.93 INV IN = 625.13 INV IN = 625.13 23+19.19 = Base INV OUT = 621.73 INV IN = 621.93 INV IN = 621.93 24+48.36 = Base INV OUT = 618.91 TOP = 652.02TOP = 649.96TOP = 646.35 TOP = 642.50 TOP = 639.87 TOP = 638.51 TOP = 637.09 TOP = 633.93 TOP = 630.88 STM XINGSTM XINGWL XING STM XING WL XING STM XING WL XING STM XING WL XING STM XING 0+58 - 4" LAT - (20') LOT 2146 - Inv=639.96 0+89 - 4" LAT - (20') LOT 2147 - Inv=640.98 1+39 - 4" LAT - (19')LOT 2148 - Inv=641.93 0+00 - 4" LAT - (37') LOT 2103 - Inv=635.335 0+00 - 4" LAT - (18') LOT 2145 - Inv=635.57 0+88 - 4" LAT - (32') LOT 2104 - Inv=635.33 0+91 - 4" LAT - (24') LOT 2143 - Inv=637.13 1+17 - 4" LAT - (22') LOT 2144 - Inv=637.75 0+23 - 4" LAT - (21') LOT 2142 - Inv=629.97 0+28 - 4" LAT - (22') LOT 2139 - Inv=628.10 0+77 - 4" LAT - (24') LOT 2140 - Inv=628.46 1+24 - 4" LAT - (21') LOT 2141 - Inv=628.70 0+78 - 4" LAT - (30') LOT 2137 - Inv=627.27 1+34 - 4" LAT - (19') LOT 2138 - Inv=627.62 0+60 - 4" LAT - (21') LOT 2116 - Inv=626.46 0+10 - 4" LAT - (35') LOT 2130 - Inv=623.48 0+62 - 4" LAT - (35') LOT 2131 - Inv=624.03 1+12 - 4" LAT - (35') LOT 2132 - Inv=624.54 1+63 - 4" LAT - (35') LOT 2133 - Inv=625.07 2+14 - 4" LAT - (35') LOT 2134 - Inv=625.60 2+65 - 4" LAT - (35') LOT 2135 - Inv=626.13 0+69 - 4" LAT - (35') LOT 2128 - Inv=621.960+60 - 4" LAT - (21') LOT 2127 - Inv=624.22 0+88 - 4" LAT - (35') LOT 2129 - Inv=623.39 INV IN = 619.11 10+19.76 = BaseINV OUT = 642.5511+34.11 = BaseINV OUT = 639.84INV IN = 640.04INV IN = 640.04 114' - 8" SDR 35/26 # 2.19%289' - 8" SDR 35/26 # 1.68%0+00 - 4" LAT - (20')LOT 2006 - Inv=643.740+25 - 4" LAT - (22')LOT 2007 - Inv=644.170+80 - 4" LAT - (22')LOT 2008 - Inv=645.880+71 - 4" LAT - (19')LOT 2001 - Inv=642.651+10 - 4" LAT - (20')LOT 2002 - Inv=640.781+72 - 4" LAT - (20')LOT 2003 - Inv=641.702+01 - 4" LAT - (21')LOT 2004 - Inv=642.262+33 - 4" LAT - (21')LOT 2005 - Inv=642.85=INNIA LANEVARIABLE ROWDESIGN SPEED 25 MPH0+29 - 4" LAT - (34') LOT 2136 - Inv=626.85 PAVEMENT DESIGN(AADT: 99)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPHNOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETIONPAVEMENT DESIGN(AADT: 159)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPHNOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETIONSCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100151 WLnG\ HLll Lane WLnFKesWer VLrJLnLa 22602 TeleSKone: (540) 662-4185 Fa[: (540) 722-9528 ZZZ.JreenZa\enJ.FoP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIA OFFICES IN: WINCHESTER VA MARTINSBURG WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIATC/=-/=S692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024(H) 1" = 50'=INNIA LANE AND OLEANDER COURT PROFILIE (V) 1" = 5'NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.2.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARY STREETACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THE SYSTEM OF STATEHIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OFTRANSPORTATION OR FREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURALADDITION FUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERAL ASSEMBLY ANDALLOCATED BY THE COMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONG TO THE HOA ANDARE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE STREETS.45Rev. No.DaWe0308/01/20246' TRAILSTONE DUST or WOOD CHIPPRIVATE PEDESTRIAN TRAIL DETAILNTSPRIVATE PEDESTRIAN TRAIL SYSTEM IS TO BE MAINTAINEDPRIVATELY BY THE SNOWDEN BRIDGE HOME OWNERSASSOCIATION. THE SELECTION OF TRAIL MATERIAL IS ATTHE DISCRETION OF THE APPLICANT PROVIDED THEY ARENOT PART OF THE RECREATIONAL CREDITS REFLECTEDON SHEET 6 AND NOT WITHIN THE PUBLIC ROW. THEAPPLICANT MAY BE PERMITTED TO CONSTRUCT THEPRIVATE PEDESTRIAN TRAIL SYSTEM USING ASPHALTCONCRETE WOOD CHIPS OR STONE DUST. (PROFFER 9C)NOTE:08/20/2024 10+0010+5011+0011+5012+0012+5013+0013+5014+00610615620625630635640645650655660610615620625630635640645650655660-2.00%-3.17%-2.00%9+5014+50605605PROP. GRADEEX. GRADECARNATION WAYVARIABLE ROWDESIGN SPEED 25 MPH14+23.56 = 25+20.86℄ INTX GRANITE RIDGE DRIVE20+24.97 = 10+00.00℄ INTX OLEANDER COURT102' - 8" SDR 35/26 # 5.74%131' - 8" SDR 35/26 # 3.68%B8B22B2310+07.00 = BaseINV OUT = 624.9311+08.41 = BaseINV OUT = 631.00INV IN = 631.2012+39.21 = BaseINV OUT = 636.03 TOP = 637.09TOP = 639.85TOP = 644.03STM XING0+72 - 4" LAT - (34')LOT 2105 - Inv=631.690+93 - 4" LAT - (21')LOT 2114 - Inv=631.660+55 - 4" LAT - (22')LOT 2115 - Inv=629.520+25 - 4" LAT - (34')LOT 2106 - Inv=633.56 0+86 - 4" LAT - (34')LOT 2107 - Inv=636.821+16 - 4" LAT - (34')LOT 2108 - Inv=636.901+31 - 4" LAT - (20')LOT 2110 - Inv=638.78 1+31 - 4" LAT - (33')LOT 2109 - Inv=635.911+06 - 4" LAT - (22')LOT 2111 - Inv=638.060+69 - 4" LAT - (22')LOT 2112 - Inv=636.670+19 - 4" LAT - (21')LOT 2113 - Inv=633.08INV IN = 625.13INV IN = 625.13 10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+506106156206256306356406456506556606656106156206256306356406456506556606652.00%-3.36%1.82%2.00%PVC STA.15+00.00 PVC ELEV.648.97 PVI STA.15+50.00 PVI ELEV.648.52 PVT STA.16+00.00 PVT ELEV.649.43VC = 100.00SD = 348'K-Val = 36.8SAG = 15+33.14ELEV. = 648.829+5018+0018+50605605SUNFLOWER WAYVARIABLE ROWDESIGN SPEED 25 MPHEX. GRADEPROP. GRADE2.00%2.00%0.90%10+00.00 = 23+23.49 ℄ INTX OLEANDER COURT 17+65.90 = 17+34.59 ℄ INTX PENGUIN CREST DRIVE154' - 8" SDR 35/26 # 2.92%327' - 8" SDR 35/26 # 2.49%284' - 8" SDR 35/26 # 1.98%B7B15B16B1710+07.00 = Base INV OUT = 621.73 11+61.25 = Base INV OUT = 626.41 INV IN = 626.61 14+88.40 = Base INV OUT = 634.75 INV IN = 634.95 INV IN = 634.95 INV IN = 634.95 17+71.90 = Base INV OUT = 640.55 TOP = 633.93 TOP = 638.61 TOP = 649.24 TOP = 652.65 STM XING STM XING WL XING STM XING STM XING WL XING 0+90 - 4" LAT - (21') LOT 2117 - Inv=630.54 0+00 - 4" LAT - (21') LOT 2118 - Inv=632.85 1+45 - 4" LAT - (33') LOT 2125 - Inv=627.58 0+95 - 4" LAT - (35') LOT 2126 - Inv=626.14 0+88 - 4" LAT - (35') LOT 2123 - Inv=631.29 2+54 - 4" LAT - (35') LOT 2087 - Inv=637.15 0+49 - 4" LAT - (21') LOT 2119 - Inv=634.28 0+95 - 4" LAT - (21') LOT 2120 - Inv=636.00 1+45 - 4" LAT - (21') LOT 2121 - Inv=637.99 1+39 - 4" LAT - (35') LOT 2122 - Inv=631.80 0+37 - 4" LAT - (34') LOT 2124 - Inv=628.97 0+66 - 4" LAT - (35') LOT 2081 - Inv=640.48 INV IN = 621.93 INV IN = 621.93 INV IN = 640.75 INV IN = 640.75 INV IN = 640.75LOTUS BLOSSOM WAYVARIABLE ROWDESIGN SPEED 25 MPH14+82.40 = 28+19.36 ℄ INTX GRANITE RIDGE DRIVEPAVEMENT DESIGN(AADT: 47)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPHNOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETIONPAVEMENT DESIGN(AADT: 52)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPHNOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETIONPAVEMENT DESIGN(AADT: 99)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5ADESIGN SPEED: 25 MPHNOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETIONSCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100151 WLnG\ HLll Lane WLnFKesWeU VLUJLnLa 22602 TeleSKRne: (540) 662-4185 Fa[: (540) 722-9528 ZZZ.JUeenZa\enJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIA OFFICES IN: WINCHESTER VA MARTINSBURG WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIATC/=-/=S692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024(H) 1" = 50'CARNATION WAY SUNFLOWER WAY AND LOTUS BLOSSOM WAY PROFILES (V) 1" = 5'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.2.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARY STREETACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THE SYSTEM OF STATEHIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OFTRANSPORTATION OR FREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURALADDITION FUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERAL ASSEMBLY ANDALLOCATED BY THE COMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONG TO THE HOA ANDARE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE STREETS.46Rev. NR.DaWe0308/01/202408/20/2024 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+506356406456506556606656706756806356406456506556606656706756802.32%1.70%0.77%1.00%1.00%1.43%PVC STA.10+17.50PVC ELEV.649.69PVI STA.10+50.00PVI ELEV.649.14PVT STA.10+82.50PVT ELEV.649.39VC = 65.00SD = 391'K-Val = 26.4SAG = 10+62.31ELEV. = 649.31PVC STA.11+45.00 PVC ELEV.649.87 PVI STA.11+50.00 PVI ELEV.649.91PVT STA.11+55.00 PVT ELEV.649.96VC = 10.00SD = 1000'K-Val = 42.7PVC STA.15+50.00 PVC ELEV.653.91 PVI STA.15+70.00 PVI ELEV.654.11 PVT STA.15+90.00 PVT ELEV.653.91VC = 40.00SD = 352'K-Val = 20.0CREST = 15+70.00ELEV. = 654.01PVC STA.18+70.00 PVC ELEV.651.11 PVI STA.19+10.00 PVI ELEV.650.71 PVT STA.19+50.00 PVT ELEV.651.28VC = 80.00SD = 437'K-Val = 32.9SAG = 19+02.92ELEV. = 650.94630625620615630625620615FUTURE CONNECTION TOMANHOLE. DESIGN DEPTHACCOUNTS FOR FUTURECONNECTION TO MANHOLEPENGUIN CREST DRIVEVARIABLE ROWDESIGN SPEED 25 MPH18+83.59FUTURE SECTIONAA-318+83.59SECTION AA-2EX.GRADEPROP. GRADEEX.GRADEPROP. GRADEFUT. GRADE10+00 = 14+23.56℄ INTX =INNIA LANE 171' - 8" SDR 35/26 # 0.50%B1918+99.08 = Base INV OUT = 641.61 TOP = 650.84196' - 8" SDR 35/26 # 2.60%B18B1715+31.93 = Base INV OUT = 645.85 17+27.89 = Base INV OUT = 640.55 INV IN = 640.75 INV IN = 640.75 TOP = 653.85 TOP = 652.65 B13B26B27B2815+08.54 = Base INV OUT = 645.61 TOP = 649.96TOP = 649.64 TOP = 651.02 TOP = 653.61 WL XINGSTM XING 1+96 - 4" LAT - (30') LOT 2045 - Inv=647.03 1+96 - 4" LAT - (16') LOT 2023 - Inv=649.98 1+33 - 4" LAT - (18') LOT 2024 - Inv=648.57 1+15 - 4" LAT - (18') LOT 2025 - Inv=648.10 0+79 - 4" LAT - (18') LOT 2026 - Inv=647.17 0+53 - 4" LAT - (18') LOT 2027 - Inv=647.39 0+23 - 4" LAT - (18') LOT 2028 - Inv=646.61 0+49 - 4" LAT - (32') LOT 2039 - Inv=647.58 0+75 - 4" LAT - (32') LOT 2040 - Inv=648.26 0+99 - 4" LAT - (32') LOT 2041 - Inv=647.28 1+24 - 4" LAT - (32') LOT 2042 - Inv=649.53 1+48 - 4" LAT - (32') LOT 2043 - Inv=648.56 1+72 - 4" LAT - (32') LOT 2044 - Inv=648.22 0+56 - 4" LAT - (18') LOT 2030 - Inv=646.28 0+81 - 4" LAT - (18') LOT 2031 - Inv=646.41 1+04 - 4" LAT - (18') LOT 2032 - Inv=646.54 1+30 - 4" LAT - (18') LOT 2033 - Inv=646.66 1+59 - 4" LAT - (18') LOT 2034 - Inv=646.81 1+28 - 4" LAT - (32') LOT 2035 - Inv=646.14 1+02 - 4" LAT - (32') LOT 2036 - Inv=645.86 0+77 - 4" LAT - (32') LOT 2037 - Inv=645.73 0+58 - 4" LAT - (32') LOT 2038 - Inv=646.59 0+33 - 4" LAT - (18') LOT 2029 - Inv=646.1736' - 8"SDR 35/26 # 0.50%219' - 8" SDR 35/26 # 0.50%260' - 8" SDR 35/26 # 1.50%0+00 - 4" LAT - (22')LOT 2006 - Inv=643.740+37 - 4" LAT - (18')LOT 2009 - Inv=644.060+64 - 4" LAT - (18') LOT 2010 - Inv=644.19 0+98 - 4" LAT - (18') LOT 2011 - Inv=644.36 1+25 - 4" LAT - (18') LOT 2012 - Inv=644.50 1+46 - 4" LAT - (18') LOT 2013 - Inv=644.61 2+11 - 4" LAT - (18') LOT 2014 - Inv=644.93 2+13 - 4" LAT - (32') LOT 2055 - Inv=642.88 1+89 - 4" LAT - (32') LOT 2056 - Inv=642.76 1+63 - 4" LAT - (32') LOT 2057 - Inv=642.63 1+08 - 4" LAT - (32') LOT 2058 - Inv=642.35 0+81 - 4" LAT - (32') LOT 2059 - Inv=642.22 0+61 - 4" LAT - (32') LOT 2060 - Inv=642.11 0+23 - 4" LAT - (18') LOT 2015 - Inv=645.51 0+47 - 4" LAT - (18') LOT 2016 - Inv=645.87 0+84 - 4" LAT - (18') LOT 2017 - Inv=647.32 1+16 - 4" LAT - (18') LOT 2018 - Inv=647.80 1+69 - 4" LAT - (18') LOT 2019 - Inv=648.60 2+01 - 4" LAT - (18') LOT 2020 - Inv=649.08 2+30 - 4" LAT - (18') LOT 2021 - Inv=648.61 2+60 - 4" LAT - (16') LOT 2022 - Inv=648.84 2+37 - 4" LAT - (32') LOT 2046 - Inv=646.66 2+13 - 4" LAT - (32') LOT 2047 - Inv=646.30 1+84 - 4" LAT - (32') LOT 2048 - Inv=646.83 1+66 - 4" LAT - (32') LOT 2049 - Inv=646.55 1+40 - 4" LAT - (32') LOT 2050 - Inv=646.16 1+14 - 4" LAT - (32') LOT 2051 - Inv=645.77 0+66 - 4" LAT - (32') LOT 2052 - Inv=644.10 0+43 - 4" LAT - (32') LOT 2053 - Inv=643.75 0+20 - 4" LAT - (32') LOT 2054 - Inv=643.40 9+94.34 = BaseINV OUT = 639.84INV IN = 640.04INV IN = 640.0410+29.78 = BaseINV OUT = 640.22INV IN = 640.42 12+48.96 = Base INV OUT = 641.52 INV IN = 641.72 17+34.59 = 17+65.90 ℄ INTX LOTUS BLOSSOM WAYDESIGN SPEED: 25 MPHPAVEMENT DESIGN(AADT: 379)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21B1-1/2" SM-9.5A1.5'MIN.NOTE:UD-4 RECOMMENDED BUT ONLY USED ATDEVELOPERS DISCRETIONSCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100151 WLnG\ HLll Lane WLnFKesWeU VLUJLnLa 22602 TeleSKRne: (540) 662-4185 Fa[: (540) 722-9528 ZZZ.JUeenZa\enJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA WEST VIRGINIA OFFICES IN: WINCHESTER VA MARTINSBURG WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY VIRGINIATC/=-/=S692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024(H) 1" = 50'PENGUIN CREST DRIVE PROFILE (V) 1" = 5'NOTE:1.PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. FINAL PAVEMENT DESIGNWILL BE IN ACCORDANCE WITH VDOT 2018 PAVEMENT DESIGN GUIDE AND BASED UPON ACTUALFIELD TESTED CBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED AND APPROVED BYENGINEER PRIOR TO CONSTRUCTION.2.ALL RESTRAINED -OINTS TO EXTEND 20' INTO CUT.PRIVATE ROAD STATEMENT:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARY STREETACCEPTANCE RE4UIREMENTS NECESSARY FOR INCLUSION IN THE SYSTEM OF STATEHIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OFTRANSPORTATION OR FREDERICK COUNTY. THIS ROAD IS NOT ELIGIBLE FOR RURALADDITION FUNDS OR ANY OTHER FUNDS APPROPRIATED BY THE GENERAL ASSEMBLY ANDALLOCATED BY THE COMMONWEALTH TRANSPORTATION BOARD.2.ALL PROPERTY OWNERS IN SNOWDEN BRIDGE ARE RE4UIRED TO BELONG TO THE HOA ANDARE RESPONSIBLE FOR THE MAINTENANCE OF THE PRIVATE STREETS.47Rev. NR.DaWe0308/01/202408/20/2024 7+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+006406456506556606406456506556603.5'OBJ. HGT.3.5'EYE HGT. 3.5' OBJ. HGT.280' SIGHT LINE280' SIGHT LINEOLEANDE5 CO85T G5ANITE 5IDGE D5IVE℄ OLEANDE5 CT.7+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+00640645650655660640645650655660=INNIA LANE G5ANITE 5IDGE D5IVE3.5' OBJ. HGT. 3.5' OBJ. HGT. 3.5' EYE HGT. ℄ =INNIA CT.280' SIGHT LINE280' SIGHT LINE3.5' OBJ. HGT.7+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+006456506556606656456506556606653.5'OBJ. HGT. 3.5' OBJ. HGT. 3.5'EYE HGT.℄ CA5NATION :AY280' SIGHT LINE280' SIGHT LINECA5NATION :AY G5ANITE 5IDGE D5IVE7+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+506256306356406456506556256306356406456506557+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+506256306356406456506556256306356406456506557+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+506256306356406456506556256306356406456506553.5' OBJ. HGT. 3.5' EYE HGT. 3.5' EYE HGT.35O3. G5ADE143' SIGHT LINE280' SIGHT LINE3.5' OBJ. HGT. 3.5' EYE HGT. 3.5' EYE HGT.35O3. G5ADE143' SIGHT LINE280' SIGHT LINE3.5' OBJ. HGT. 3.5' EYE HGT. 3.5' EYE HGT. ℄ S8NFLO:E5 :AY35O3. G5ADES8NFLO:E5 :AY G5ANITE 5IDGE D5.143' SIGHT LINE280' SIGHT LINE8+509+009+5010+0010+5011+0011+5012+0012+5013+006406456506556606406456506556603ENG8IN C5EST D5IVE =INNIA LANE3.5' OBJ. HGT. 3.5' OBJ. HGT. 3.5' EYE HGT.146' SIGHT LINE280' SIGHT LINE℄ 3ENG8IN C5EST D5.7+007+508+008+509+009+5010+0010+5011+0011+5012+006456506556606656456506556606653.5'EYE HGT.℄ LOT8S BLOSSO0 :AYLOT8S BLOSSO0 :AY G5ANITE 5IDGE D5IVE3.5'OBJ. HGT.280' SIGHT LINE165' SIGHT LINE3.5' OBJ. HGT. SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100151 :LQG\ HLOO LDQH :LQFKHVWHU VLUJLQLD 22602 THOHSKRQH: (540) 6624185 FD[: (540) 7229528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE5VING VI5GINIA :EST VI5GINIA OFFICES IN: :INCHESTE5 VA 0A5TINSB85G :V STONE:ALL 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY VI5GINIATC=-=S692760BSTE3HENSON VILLAGE II SECTION AA206172024(H) 1" = 50'SIGHT DISTANCE 35OFILES (V) 1" = 5'48SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'50250501005HY. NR.DDWH030801202408/20/2024 6+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+506306356406456506306356406456506+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+506306356406456506306356406456506+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+506306356406456506306356406456503.5' OBJ. HGT. 3.5' OBJ. HGT. 3.5' EYE HGT.280' SIGHT LINE280' SIGHT LINECA5NATION :AY OLEANDE5 CT.3.5' OBJ. HGT. 3.5' OBJ. HGT. 3.5' EYE HGT.280' SIGHT LINE280' SIGHT LINECA5NATION :AY OLEANDE5 CT.3.5' OBJ. HGT. 3.5' OBJ. HGT. 3.5' EYE HGT.280' SIGHT LINE280' SIGHT LINECA5NATION :AY OLEANDE5 CT.6+507+007+508+008+509+009+5010+0010+5011+0011+506306356406456506306356406456506+507+007+508+008+509+009+5010+0010+5011+0011+506306356406456506306356406456506+507+007+508+008+509+009+5010+0010+5011+0011+506306356406456506306356406456503.5' EYE HGT.S8NFLO:E5 :AY OLEANDE5 CO85T3.5' OBJ. HGT. 3.5' OBJ. HGT.280' SIGHT LINE91' SIGHT LINE℄ S8NFLO:E5 :AY 3.5' EYE HGT.S8NFLO:E5 :AY OLEANDE5 CO85T3.5' OBJ. HGT. 3.5' OBJ. HGT.280' SIGHT LINE91' SIGHT LINE℄ S8NFLO:E5 :AY 3.5' EYE HGT.S8NFLO:E5 :AY OLEANDE5 CO85T3.5' OBJ. HGT. 3.5' OBJ. HGT.280' SIGHT LINE91' SIGHT LINE℄ S8NFLO:E5 :AY7+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+506256306356406456506556256306356406456506557+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+506256306356406456506556256306356406456506557+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+506256306356406456506556256306356406456506553.5'EYE HGT. 3.5' OBJ. HGT.35O3. G5ADE℄ S8NFLO:E5 :AY 280' SIGHT LINE3.5'EYE HGT. 3.5' OBJ. HGT. ℄ S8NFLO:E5 :AY3.5'EYE HGT. 3.5' OBJ. HGT.LOT8S BLOSSO0 :AY 3ENG8IN C5EST D5IVE℄ S8NFLO:E5 :AY145' SIGHT LINESCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100151 :LQG\ HLOO LDQH :LQFKHVWHU VLUJLQLD 22602 THOHSKRQH: (540) 6624185 FD[: (540) 7229528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE5VING VI5GINIA :EST VI5GINIA OFFICES IN: :INCHESTE5 VA 0A5TINSB85G :V STONE:ALL 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY VI5GINIATC=-=S692760BSTE3HENSON VILLAGE II SECTION AA206172024(H) 1" = 50'SIGHT DISTANCE 35OFILES (V) 1" = 5'49SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'50250501005HY. NR.DDWH030801202408/20/2024 -1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+0059560060561061562062563063564064565065566059560060561061562062563063564064565065566038' - 36"ADS N-12 # 0.50142' - 30" ADS N-12 # 2.2743' - 30"ADS N-12 # 1.2538' - 30"ADS N-12 # 0.8097' - 30" ADS N-12 # 0.7098' - 30" ADS N-12 # 0.6580' - 24" ADS N-12 # 1.7550' - 24"ADS N-12 # 2.00111' - 24" ADS N-12 # 1.751011121314151617181920210+00.00 = EW-1 (36)INV O8T = 620.500+37.68 = 0H 2INV O8T = 620.69INV IN = 621.19 (12")INV IN = 622.69 (30")1+79.39 = BDVH 5'INV O8T = 624.40INV IN = 624.50 (30)INV IN = 625.90 (12)2+20.31 = BDVH 5'INV O8T = 625.12INV IN = 625.222+63.12 = BDVH 5'INV O8T = 625.75INV IN = 625.85 (30)INV IN = 627.00 (15)3+00.76 = BDVH 5'INV O8T = 626.19INV IN = 626.29 3+38.92 = BDVH 5' INV O8T = 626.59 INV IN = 626.69 (30) INV IN = 628.09 (12) 4+35.66 = BDVH 5' INV O8T = 627.37 INV IN = 627.47 (30) INV IN = 628.62 (12) 5+34.04 = BDVH 5' INV O8T = 628.11 INV IN = 628.61 6+13.57 = BDVH INV O8T = 630.00 INV IN = 630.10 6+63.94 = BDVH INV O8T = 631.11 INV IN = 631.21 (24) INV IN = 632.11 (12) 7+74.81 = BDVH INV O8T = 633.15 INV IN = 633.90 (15) INV IN = 633.25 (24) TO3 = 624.57TO3 = 627.54TO3 = 632.90DI-3B - 4' (SAG)TO3 = 633.39DI-3B - 6'TO3 = 634.63DI-3B - 8'TO3 = 634.53DI-3B -10' TO3 = 634.41 DI-3B - 4' TO3 = 635.47 DI-3B - 4' TO3 = 636.55 DI-3B - 8' TO3 = 637.91 DI-3B -10' TO3 = 637.82 DI-3B - 6' TO3 = 639.09 DI-3B - 6' SAN XING SAN LAT XING WL XINGSAN XING SAN LAT XING SAN XING WL XING38' - 30"ADS N-12# 0.9041' - 30" ADSN-12 # 1.50HGL18" 0IN.CLEA5STO50 10-21H: 1"=50'V: 1"=5'35O3. G5ADE35O3. G5ADEEX G5ADEEX G5ADECL 1 5I35A3CONC5ETEC5ADLE-1+00-0+500+000+501+001+5060561061562062563063564064560561061562062563063564064540' - 12"ADS N-12 # 2.791111A0+00.00 = BASE 5' INV O8T = 620.69 INV IN = 622.69 (12) INV IN = 621.19 (30) 0+39.87 = NY3-24" INV O8T = 623.80 INV IN(4" 8D) = 624.90 TO3 = 627.54 TO3 = 629.90 NY3-24STO50 11-11AH: 1"=50'V: 1"=5'35O3. G5ADEHGLEX G5ADE-1+00-0+500+000+501+001+5060561061562062563063564064565060561061562062563063564064565037' - 12"ADS N-12 # 0.501212A0+00.00 = BDVH INV O8T = 624.40 INV IN = 625.90 (12) INV IN = 624.50 (30) 0+37.00 = BASE 5' INV O8T = 626.09 TO3 = 632.90 DI-3B - 4' (SAG) TO3 = 632.88 DI-3B - 4' (SAG) SAN XING WL XINGSTO50 12-12AH: 1"=50'V: 1"=5'35O3. G5ADEHGLEX G5ADENYLO3LAST AND 5ISE5 ST58CT85E NOTES:·ALL 5ISE5 ST58CT85ES TO HAVE DO0E STYLE T5ASH 5AC.SINSTALLED·ALL NYLO3LAST ST58CT85ES TO HAVE DO0E G5ATESINSTALLED 8NLESS OTHE5WISE S3ECIFIEDST58CT85E NOTES:·ALL VDOT STANDA5D ST58CT85ES AND 5ISE5 ST58CT85ES TOHAVE SAFETY SLABS 3E5 VDOT SL-1.151 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 22602 THOHSKRQH: (540) 662-4185 FD[: (540) 722-9528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE5VING VI5GINIA WEST VI5GINIA OFFICES IN: WINCHESTE5 VA 0A5TINSB85G WV STONEWALL 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY VI5GINIATC=-=S692760BSTE3HENSON VILLAGE II SECTION AA-206172024(H) 1" = 50'STO50 SEWE5 35OFILES (V) 1" = 5'50SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'50250501005HY. NR.DDWH 08/20/2024 STORM 14-14EH: 1"=50'V: 1"=5'-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+50605610615620625630635640645650655660605610615620625630635640645650655660130' - 15" ADS N-12 @ 3.87%165' - 15" ADS N-12 @ 2.83%194' - 15" ADS N-12 @ 3 .90%94' - 15" ADS N-12 @ 0.89%1414A14B14C14D14E0+00.00 = BaseINV OUT = 625.75INV IN = 627.00 (15)INV IN = 625.85 (30)1+30.43 = BaseINV OUT = 632.05INV IN = 632.152+95.06 = BaseINV OUT = 636.80INV IN = 636.90 (15)INV IN = 637.05 (12) 4+88.59 = Base INV OUT = 644.45 INV IN = 644.55 (15) INV IN = 644.55 (15) 5+82.92 = Base INV OUT = 645.39 INV IN = 645.64 6+20.25 = Base INV OUT = 646.01 TOP = 634.63DI-3B - 8'TOP = 638.95DI-3B - 6'TOP = 644.55DI-3B - 6' TOP = 648.71 DI-3B - 4' (SAG) TOP = 649.74 DI-3B - 6' TOP = 649.74 DI-3B - 8' SAN LAT XINGSAN LAT XINGSAN LAT XINGSAN LAT XINGSAN LAT XING SAN LAT XING WL XING SAN XING SAN LAT XING WL XING SAN XING PROP. GRADEHGL37' - 12" ADSN-12 @ 1.00%EX GRADE18" MIN.CLEAR-1+00-0+500+000+501+001+5062563063564064565065566062563063564064565065566042' - 12"ADS N-12 @ 2.12%14F14H0+00.00 = Base INV OUT = 644.74 INV IN = 644.99 (12) INV IN = 644.99 (12) 0+41.60 = Base INV OUT = 645.87 TOP = 648.71 DI-3B - 4' (SAG) TOP = 649.62 DI-3B - 6'STORM 14F-14HH: 1"=50'V: 1"=5'HGLPROP. GRADEEX GRADE-1+00-0+500+000+501+001+502+0062563063564064565065566066562563063564064565065566066537' - 15"ADS N-12 @ 0.50%43' - 12"ADS N-12 @ 1.32%14C14F14G0+00.00 = Base INV OUT = 644.45 INV IN = 644.55 (15) INV IN = 644.55 (15) 0+37.00 = Base INV OUT = 644.74 INV IN = 644.99 (12) INV IN = 644.99 (12) 0+79.64 = NYP-24" INV OUT = 645.55 TOP = 648.71 DI-3B - 4' (SAG) TOP = 648.71 DI-3B - 4' (SAG) TOP = 648.05 NYP-24P WL XING SAN XING PROP. GRADEHGL18" MIN.CLEARSTORM 14C-14GH: 1"=50'V: 1"=5'EX GRADE-1+00-0+500+000+501+001+5061562062563063564064565065566061562062563063564064565065566037' - 12"ADS N-12 @ 0.50%14B14J0+00.00 = BaseINV OUT = 636.80INV IN = 637.05 (12)INV IN = 636.90 (15)0+37.00 = BaseINV OUT = 637.24 TOP = 644.55DI-3B - 6'TOP = 644.47DI-3B -10'WL XINGSAN XING PROP. GRADEHGLSTORM 14B-14JH: 1"=50'V: 1"=5'EX GRADECONCRETECRADLE-1+00-0+500+000+501+001+5061061562062563063564064565061061562062563063564064565037' - 12"ADS N-12 @ 7.09%1616A0+00.00 = BaseINV OUT = 626.59INV IN = 628.09 (12)INV IN = 626.69 (30)0+37.00 = BaseINV OUT = 630.72 TOP = 634.41DI-3B - 4'TOP = 634.41DI-3B - 8'SAN XING WL XING PROP. GRADEHGLSTORM 16-16AH: 1"=50'V: 1"=5'EX GRADE18" MIN.CLEAR-1+00-0+500+000+501+001+50610615620625630635640645650610615620625630635640645650170+00.00 = Base TOP = 635.47 DI-3B - 4'PROP. GRADEHGLSTORM 17-17AH: 1"=50'V: 1"=5'2 4 ' - 1 2 " A D S N - 1 2 @ 9 . 8 9 %17AINV OUT = 627.37 INV IN = 628.87 (12) INV IN = 627.47 (30) 0+22.37 = Base INV OUT = 631.20 TOP = 634.70 DI-1 EX GRADE-1+00-0+500+000+501+001+5061562062563063564064565065561562062563063564064565065537' - 12 "ADS N -12 @ 5 .24%2020A0+00.00 = Base INV OUT = 631.11 INV IN = 632.11 (12) INV IN = 631.21 (24) 0+37.35 = Base INV OUT = 634.07 TOP = 637.82 DI-3B - 6' TOP = 637.76 DI-3B - 8' SAN XING WL XINGSTORM 20-20AH: 1"=50'V: 1"=5'PROP. GRADEHGL18" MIN.CLEAREX GRADESCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024(H) 1" = 50'STORM SEWER PROFILES (V) 1" = 5'NYLOPLAST AND RISER STRUCTURE NOTES:·ALL RISER STRUCTURES TO HAVE DOME STYLE TRASH RACKSINSTALLED·ALL NYLOPLAST STRUCTURES TO HAVE DOME GRATESINSTALLED UNLESS OTHERWISE SPECIFIEDSTRUCTURE NOTES:·ALL VDOT STANDARD STRUCTURES AND RISER STRUCTURES TOHAVE SAFETY SLABS PER VDOT SL-1.51Rev. No.Date 08/20/2024 -1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5061061562062563063564064565065566066567061061562062563063564064565065566066567035' - 24"ADS N-12 # 1.6953' - 24"ADS N-12 # 1.77119' - 24" ADS N-12 # 1.6321' - 24"ADS N-12 # 0.65123' - 24" ADS N-12 # 0.65141' - 18" ADS N-12 # 1.0040' - 18"ADS N-12 # 0.5177' - 18" ADS N-12 # 1.00112' - 15" ADS N-12 # 2.3497' - 15" ADS N-12 # 0.58100' - 15" ADS N-12 # 0.5099' - 15" ADS N-12 # 0.64135' - 15" ADS N-12 # 0.57186' - 12" ADS N-12 # 0.79212223242526272829303132333435360+00.00 = BDVHINV O8T = 633.15INV IN = 633.25 (24)INV IN = 633.90 (15)0+35.49 = BDVHINV O8T = 633.85INV IN = 634.05INV IN(4" 8D) = 635.000+88.61 = BDVHINV O8T = 634.99INV IN = 635.092+07.98 = 0H 1INV O8T = 637.04INV IN = 637.29 (24)INV IN = 637.79 (15)2+29.22 = 0H 1INV O8T = 637.42INV IN = 637.523+52.65 = BDVHINV O8T = 638.33INV IN = 638.83 (18)INV IN = 638.83 (18) 4+94.06 = BDVH INV O8T = 640.24 INV IN = 640.34 5+37.83 = BDVH INV O8T = 640.70 INV IN = 640.80 5+77.41 = BDVH INV O8T = 641.01 INV IN = 641.11 (18) INV IN = 641.51 (12) 6+54.46 = BDVH INV O8T = 641.88 INV IN = 642.13 (15) INV IN = 642.38 (12) INV IN = 642.38 (12) 7+66.70 = BDVH INV O8T = 644.75 INV IN = 644.85 (15) INV IN = 645.00 (12) 8+63.67 = BDVH INV O8T = 645.41 INV IN = 645.51 9+63.29 = NY3-30" INV O8T = 646.01 INV IN = 646.11 10+62.01 = NY3-18" INV O8T = 646.74 INV IN = 646.84 11+96.72 = NY3-18" INV O8T = 647.61 INV IN = 647.86 13+82.35 = NY3-18" INV O8T = 649.33 TO3 = 639.09DI-3B - 6'TO3 = 640.0048" 5ISE5TO3 = 640.2148" 5ISE5TO3 = 645.91TO3 = 645.08TO3 = 648.11DI-3B - 6' TO3 = 646.84 DI-3B - 6' TO3 = 646.64 DI-3B - 6' TO3 = 645.75 DI-3B - 6' (SAG) TO3 = 646.49 DI-3B - 6' TO3 = 648.94 DI-3B - 4' TO3 = 650.59 DI-3B - 4' TO3 = 649.01 NY3-30 TO3 = 649.49 NY3-18 TO3 = 650.28 NY3-18 TO3 = 651.83 NY3-18 SAN LAT XINGSAN LAT XINGSAN LAT XING SAN LAT XING WL XING SAN XING WL XING SAN XING44' - 18" ADSN-12 # 0.83STO50 21-36H: 1"=50'V: 1"=5'35O3. G5ADE35O3. G5ADEHGLHGLEX G5ADEEX G5ADE18" 0IN.CLEA518" 0IN.CLEA5-1+00-0+500+000+501+001+502+002+503+00615620625630635640645650655615620625630635640645650655137' - 15" ADS N-12 # 1.772121A21B0+00.00 = BDVHINV O8T = 633.15INV IN = 633.90 (15)INV IN = 633.25 (24)1+36.86 = BDVHINV O8T = 636.33INV IN = 636.581+74.21 = BDVHINV O8T = 637.02 TO3 = 639.09DI-3B - 6'TO3 = 640.59DI-3B - 8'TO3 = 640.70DI-3B - 8'WL XINGSAN XING 35O3. G5ADEHGLSTO50 21-21BH: 1"=50'V: 1"=5'EX G5ADE37' - 12" ADSN-12 # 1.16STO50 24-24BH: 1"=50'V: 1"=5'-1+00-0+500+000+501+001+502+002+503+00625630635640645650645650655625630635640645650655660665134' - 15" ADS N-12 # 2.4637' - 12"ADS N-12 # 0.502424A24B0+00.00 = 0H 1 INV O8T = 637.04 INV IN = 637.79 (15) INV IN = 637.29 (24) 1+33.62 = BDVH' INV O8T = 641.08 INV IN = 641.33 1+70.62 = BDVH INV O8T = 641.52 TO3 = 645.91 TO3 = 645.28 DI-3B - 6' TO3 = 645.27 DI-3B - 8' WL XING 35O3. G5ADEHGLEX G5ADE18" 0IN.CLEA5-1+00-0+500+000+501+001+502+002+503+0062563063564064565065566066562563063564064565065566066575' - 15" ADS N-12 # 0.50125' - 15" ADS N-12 # 1.3726B26H26I0+00.00 = NY3-24" INV O8T = 643.61 INV IN = 643.86 (15) INV IN = 643.71 (18) 0+75.17 = NY3-24" INV O8T = 644.24 INV IN = 644.34 1+99.98 = BDVH INV O8T = 646.05 TO3 = 647.32 NY3-24 TO3 = 647.00 NY3-24 TO3 = 650.00 DI-3B -10'STO50 26B-26IH: 1"=50'V: 1"=5'35O3. G5ADEHGLEX G5ADE151 WLQG\ HLOO LDQH WLQFKHVWHU VLUJLQLD 22602 THOHSKRQH: (540) 662-4185 FD[: (540) 722-9528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:35O8DLY SE5VING VI5GINIA WEST VI5GINIA OFFICES IN: WINCHESTE5 VA 0A5TINSB85G WV STONEWALL 0AGISTE5IAL DIST5ICT F5EDE5IC. CO8NTY VI5GINIATC=-=S692760BSTE3HENSON VILLAGE II SECTION AA-206172024(H) 1" = 50'STO50 SEWE5 35OFILES (V) 1" = 5'NYLO3LAST AND 5ISE5 ST58CT85E NOTES:·ALL 5ISE5 ST58CT85ES TO HAVE DO0E STYLE T5ASH 5AC.SINSTALLED·ALL NYLO3LAST ST58CT85ES TO HAVE DO0E G5ATES INSTALLED8NLESS OTHE5WISE S3ECIFIEDST58CT85E NOTES:·ALL VDOT STANDA5D ST58CT85ES AND 5ISE5 ST58CT85ES TOHAVE SAFETY SLABS 3E5 VDOT SL-1.52SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'50250501005HY. NR.DDWH 08/20/2024 STORM 26-26EH: 1"=50'V: 1"=5'-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+50615620625630635640645650655660665615620625630635640645650655660665123' - 18" ADS N-12 @ 1.00%95' - 18" ADS N-12 @ 0.50%51' - 15"ADS N-12 @ 0.50%88' - 12" ADS N-12 @ 2.84%2626A26B26C26D26E0+00.00 = BaseINV OUT = 638.33INV IN = 638.83 (18)INV IN = 638.83 (18)0+43.37 = BaseINV OUT = 642.29INV IN = 642.391+65.87 = NYP-24"INV OUT = 643.61INV IN = 643.71 (18)INV IN = 643.86 (15)2+60.70 = NYP-24"INV OUT = 644.19INV IN = 644.44 (15)INV IN = 645.49 (15)3+11.95 = NYP-24"INV OUT = 644.69INV IN = 644.94 (12)INV IN = 644.94 (12)4+00.41 = NYP-24"INV OUT = 647.45 TOP = 648.11DI-3B - 6'TOP = 647.94DI-3B - 6'TOP = 647.32NYP-24TOP = 648.14NYP-24TOP = 648.25NYP-24TOP = 649.70NYP-24WL XINGSAN XING 43' - 18" ADSN-12 @ 7.97%HGLPROP. GRADEEX GRADE-1+00-0+500+000+501+001+502+002+50625630635640645650655660665670625630635640645650655660665670125' - 15" ADS N-12 @ 1.80%26C26G0+00.00 = NYP-24" INV OUT = 644.19 INV IN = 645.49 (15) INV IN = 644.44 (15) 1+25.06 = Base INV OUT = 647.75 TOP = 648.14 NYP-24 TOP = 651.70 DI-3B -10'STORM 26C-26GH: 1"=50'V: 1"=5'PROP. GRADEHGLEX GRADE-1+00-0+500+000+501+001+502+002+50625630635640645650655660665625630635640645650655660665122' - 12" ADS N-12 @ 0.50%26D26F0+00.00 = NYP-24" INV OUT = 644.69 INV IN = 644.94 (12) INV IN = 644.94 (12) 1+22.48 = Base INV OUT = 645.55 TOP = 648.25 NYP-24 TOP = 649.26 DI-3B - 6'STORM 26D-26FH: 1"=50'V: 1"=5'HGLPROP. GRADEEX GRADESTORM 29-29AH: 1"=50'V: 1"=5'-1+00-0+500+000+501+001+506206256306356406456506556606656706206256306356406456506556606656702929A0+00.00 = BaseINV OUT = 641.01INV IN = 641.51 (12)INV IN = 641.11 (18)0+40.17 = BaseINV OUT = 641.71 TOP = 645.75DI-3B - 6' (SAG)TOP = 645.75DI-3B - 6' (SAG)WL XINGSAN XING PROP. GRADE40' - 12" ADSN-12 @ 0.50%EX GRADE18" MIN.CLEAR-1+00-0+500+000+501+001+5062563063564064565065566066562563063564064565065566066521' - 12"ADS N-12 @ 0.50%3030A0+00.00 = BaseINV OUT = 641.88INV IN = 642.38 (12)INV IN = 642.13 (15)INV IN = 642.38 (12)0+20.60 = BaseINV OUT = 642.48 TOP = 646.49DI-3B - 6'TOP = 644.73DI-1STORM 30-30AH: 1"=50'V: 1"=5'PROP. GRADEHGLEX GRADESTORM 30-30BH: 1"=50'V: 1"=5'-1+00-0+500+000+501+001+506206256306356406456506556606656206256306356406456506556606653030B0+00.00 = Base INV OUT = 641.88 INV IN = 642.38 (12) INV IN = 642.38 (12) INV IN = 642.13 (15) 0+44.24 = Base INV OUT = 643.26 TOP = 646.49 DI-3B - 6' TOP = 647.18 DI-3B - 8' WL XING SAN XING 44' - 12" ADSN-12 @ 2.00%PROP. GRADEHGLEX GRADE18" MIN.CLEAR-1+00-0+500+000+501+001+5062563063564064565065566066567062563063564064565065566066567046' - 12"ADS N-12 @ 0.59%3131A0+00.00 = Base INV OUT = 644.75 INV IN = 645.00 (12) INV IN = 644.85 (15) 0+46.20 = Base INV OUT = 645.27 TOP = 648.94 DI-3B - 4' TOP = 649.25 DI-3B - 8' (SAG)STORM 31-31AH: 1"=50'V: 1"=5'HGLPROP. GRADEEX GRADE151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024(H) 1" = 50'STORM SEWER PROFILES (V) 1" = 5'NYLOPLAST AND RISER STRUCTURE NOTES:·ALL RISER STRUCTURES TO HAVE DOME STYLE TRASH RACKSINSTALLED·ALL NYLOPLAST STRUCTURES TO HAVE DOME GRATESINSTALLED UNLESS OTHERWISE SPECIFIEDSTRUCTURE NOTES:·ALL VDOT STANDARD STRUCTURES AND RISER STRUCTURES TOHAVE SAFETY SLABS PER VDOT SL-1.53SCALE: 1" = 5' 5 2.5 0 5SCALE: 1" = 50'5025050100Rev. No.Date 08/20/2024 -1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+5058058559059560060561061562062563063564064558058559059560060561061562062563063564064549' - 8"DIP CL 52 # 0.5061' - 8"S D R 3 5 2 6 # 9 . 4 5 1 3 9 ' - 8 " SDR 3 5 2 6 # 8 . 4 7102' - 8" SDR 35 26 # 3 .72208' - 8" SDR 3526 # 2.26EX 130B1B2B3B4B60+00.00 = MH1 EX INV OUT = 590.87 (18") EX INV IN = 590.92 (18") 0+49.25 = MH1 INV OUT = 592.00 INV IN = 592.20 1+10.63 = MH1 INV OUT = 598.00 INV IN = 598.20 2+49.95 = MH1 INV OUT = 610.00 INV IN = 610.20 3+52.09 = MH1 INV OUT = 614.00 INV IN = 614.20 5+60.43 = MH1 INV OUT = 618.91 INV IN = 619.11 EX TOP = 599.29 TOP = 602.00 TOP = 604.39 TOP = 616.04 TOP = 620.27 TOP = 630.88 STM XING STM XINGRETURN TOORIGINALCONDITIONSMIN. 6 INCHESABOVE RIP RAPCLASS A1 RIPRAP 6 FT.:IDE AND 12INCHES DEEPCORE DRILLBOOT RESHAPEOF INVERT BYCONTRACTORCONCRETEENCASEMENTINV IN = 591.75 (8") E X GR AD E P R O P O S E D G R A D E EX G R A D E PROPOSED GRADESANITARY MH EX130-B6H: 1"=50'V: 1"=5'151 :LQG\ HLOO LDQH :LQFKHVWHU VLUJLQLD 22602 THOHSKRQH: (540) 662-4185 FD[: (540) 722-9528 ZZZ.JUHHQZD\HQJ.FRP FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA :EST VIRGINIA OFFICES IN: :INCHESTER VA MARTINSBURG :V STONE:ALL MAGISTERIAL DISTRICT FREDERIC. COUNTY VIRGINIATC=-=S692760BSTEPHENSON VILLAGE II SECTION AA-206172024(H) 1" = 50'SANITARY PROFILES (V) 1" = 5'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'502505010054RHY. NR.DDWH030801202408/20/2024 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/AStorm Sewer & HGL Comps 5508/20/2024 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/AStorm Inlet Comps 5608/20/2024 WATERLINE "A"OLEANDER CT.600605610615620625630635640645650655660665670600605610615620625630635640645650655660665670PROP. GRADEEX. GRADE8" DIP CL-528" DIP CL-528" DIP CL-52EX. GRADEPROP. GRADEFH ASS'Y18" MIN.CLEAR8"X8" TEE, 3-8" G.V.CONNECTION WL 'C'12"X8" CROSS, 1-12" G.V., 3-8" G.V.CONNECTION WL 'B' 8"X8" CROSS, 2-8" G.V., 2-6" G.V., 1-6" REDUCER CONNECTION WL 'E' FH ASS'Y W/BOLLARDS 45° BEND 45° BEND FH ASS'Y 8"X6" REDUCER 4' MIN.COVER4' MIN.COVERSAN XING STM XINGSTM XINGSAN XING STM XING SAN XING STM XING STM XING STM XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING 18" MIN.CLEAR18" MIN.CLEAR18" MIN.CLEAR18" MIN.CLEAR8"X8" TEE, 3-8" G.V. CONNECTION WL 'D' 6" D I P C L - 5 2 8" G.V., 8"X6" REDUCER 8"X6" REDUCER 6" G.V.10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+509+50WATERLINE "A"ZINNIA LANE10+20.00 = AIRRELEASE VALVE6" DIPCL-52SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024(H) 1" = 50'WATERLINE PROFILES (V) 1" = 5'57Rev. No.Date0308/01/202408/20/2024 WATERLINE "B"GRANITE RIDGE DR.615620625630635640645650655660665615620625630635640645650655660665CONNECT TO EXISTING 12"WATERLINE "B". CONTRACTORTO FIELD VERIFY AS BUILTCONDITIONS PRIOR TO STARTOF CONSTRUCTION GAS XING PROP. GRADEPROP. GRADEEX. GRADEEX. GRADE12" DIP CL-528" DIP CL-52FH ASS'Y12x6 TEE, 1-6" G.V.12"X8" CROSS, 1-12" G.V., 2-8" G.V.CONNECTION WL 'A' 8"X8" TEE, 3-8" G.V. CONNECTION WL 'E' FH ASS'Y W/ BOLLARDS 8"X6" TEE, 2-6" GV AIR RELEASE/ VACUUM VALVE FH ASS'Y W/ BOLLARDS 8"X6" TEE, 2-6" GV 8"X8" CROSS,4-8" G.V. CONNECTION WL 'D' STUB W/ FLUSHING ASS'Y 4' MIN.COVER4' MIN.COVERCOMPACT FILL TO 95%MAXIMUM DRY DENSITY PERASHTO - T-99SAN XING STM XING STM XING SAN XING STM XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING 8" REDUCER, 1-8" G.V.8" DIP CL-52-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+004' MIN.COVER10+5011+5045° VERT. BEND RESTRAINT JOINT(TYP.)RESTRAINT JOINT(TYP.)COMPACT FILL TO 95%MAXIMUM DRY DENSITY PERASHTO - T-99STM XING 45° VERT. BEND 1-8" GVWATERLINE "C"PENGUIN CREST DRIVE9+50620625630635640645650655660665620625630635640645650655660665EX. GRADEEX. GRADEPROP. GRADEPROP. GRADE8" DIP CL-528" DIP CL-524' MIN.COVER4' MIN.COVER8" TEE, 3- 8" G.V.CONNECTION WL 'A' FH ASS'Y W/ BOLLARDS FH ASS'Y W/ BOLLARDS 15+52.02 = AIR RELEASE/ VACUUM VALVE 8"X8" CROSS, 3-8" G.V., 8"X6" REDUCER, 2-6" G.V. CONNECTION WL 'D' FH ASS'Y W/ BOLLARDS STUB W/ FLUSHING ASS'Y STM XING SAN XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XINGSAN LAT XINGSAN LAT XING10+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0017+0017+5018+0018+5019+0016+5019+508"X6" TEE, 2-6" GV 8"X6" TEE, 2-6" GV 1-8" GV SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024(H) 1" = 50'WATERLINE PROFILES (V) 1" = 5'58NOTE:ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.Rev. No.Date0308/01/202408/20/2024 WATERLINE "D"SUNFLOWER WAY950605610615620625630635640645650655605610615620625630635640645650655PROP. GRADEEX. GRADE8" DIP CL-528" DIP CL-524' MIN.COVER4' MIN.COVER8" CROSS, 3- 8" G.V.,8"X6" REDUCER 2-6" G.V.CONNECTION WL 'C'FH ASS'YW/ BOLLARDS 8" CROSS, 4-8" G.V. CONNECTION WL 'B' SAN XING STM XING STM XING SAN XING STM XING STM XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING100010501100115012001250130013501400145015001550160017001750180016508"X8" TEE, 3-8" G.V. CONNECTION WL 'A'CONCRETECRADLEWATERLINE "D"LOTUS BLOSSOM WAY6" DIPCL-52WATERLINE "E"CARNATION WAY-05010001050110011501200125013001350140014501500610615620625630635640645650655610615620625630635640645650655PROP. GRADEEX. GRADE8" DIP CL-528" DIP CL-524' MIN.COVERFH ASS'YCONCRETECRADLE STM XING SAN LAT XING STM XING SAN XING SAN LAT XING SAN LAT XING SAN LAT XING SAN LAT XING 8"X8" CROSS, 2-8" G.V., 2-6" G.V., 1-6" REDUCER CONNECTION WL 'A' 8"X8" TEE, 3-8" G.V. CONNECTION WL 'B' SCALE: 1" 5' 5 2.5 0 5 10SCALE: 1" 50'5025050100151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024(H) 1" 50'WATERLINE PROFILES (V) 1" 5'SCALE: 1" 50'5025050100SCALE: 1" 5' 5 2.5 0 5 10 59NOTE:ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.Rev. No.Date0308/01/202408/20/2024 Section 2C.66 Object Markers for Ends of RoadwaysSupport:01 The Type 4 object marker is used to warn and alert road users of the end of a roadway in other thanconstruction 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 theelevation of the near edge of the traveled way, shall be 4 feet.Guidance:06 Appropriate advance warning signs in this Chapter should be used.151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/AVDOT DETAILS 60Rev. No.Date 08/20/2024 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/AVDOT DETAILS 61Rev. No.Date 08/20/2024 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/AVDOT DETAILS 62Rev. No.Date 08/20/2024 **ALL INLETS BEING INSTALLED WITHROLL TOP CURB SHALL BEMANUFACTURED WITH ALTERNATEMOUNTABLE CURB NOSEDI-3 W / ROLLTOP CURBN.T.S.6/7/18VER #16"STD. DI-3PRECAST TOPW / MOUNTABLECURB NOSESTD. ROLLTOPCURB1'BACK OFCURBFACE OFCURB2" LOCALDEPRESSIONFACEBLOCKSTD. DI-3PRECAST TOPW / MOUNTABLECURB NOSEFACE OFCURB2'2" LOCALDEPRESSIONSTD. ROLLTOPCURBWARPCURB LINETO MATCHNOSERTC ROLLTOP CURBN.T.S.6/6/18VER 1PAVEMENT2'11"9"NOTES:1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-62. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CLASS A4 IF PRECAST1'R=1.25'R=1.5'6"1'FACE OF CURB1.5'2"INVERT LINEMODIFIED VDOT MH-1 FOR RISER STRUCTURESMODIFIED VDOT MH-1 FOR RISER STRUCTURESA4VARIESFOOTER DIAMETER = OUTSIDEDIAMETER + 1'VARIESRIM6"TYPICAL TRASH RACKBY PLASTICSOLUTIONS ORAPPROVEDEQUIVALENTSUPPLIER MAY MODIFY STRUCTURAL ELEMENTS IFAPPROVED BY PROFESSIONAL ENGINEER, 6" FOOTEROVERHANG TO BE MAINTAINED151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/AVDOT DETAILS 63Rev. No.Date 08/20/2024 L = restrained length of pipe (PVC or DIP)HORIZONTAL BEND 45°, 22 1/2°, 11 1/4° D 6" 8" 12" 16" 18" 20" 24" L (ft) 20 20 20 20 20 20 20 L TEE, CROSS, WYEany joint that falls within the specified length ofeach branch of the fitting shall be restrained.In addition to restraining each joint of the fitting, D = pipe diameterLLLL -2- TEE, CROSS, WYE AND HORIZONTAL BENDRESTRAINED JOINTS FOR D 6" 8" 12" 16" 18" 20" 24" L (ft) 60 60 100 120 120 140 160DDDL = restrained length of pipe (PVC or DIP)D = pipe diameterFEB 09Both joints of the fitting shall be restrained. In addition, all joints withinthe specified length on the large side of the reducer shall be restrained. REDUCERL L (ft) 60 60 100 120 120 140 160 D 6" 8" 12" 16" 18" 20" 24" Lfalls within the specified length shall be restrained.In addition to restraining the connection, any joint that VALVE, DEAD ENDL 8" 12" 16" 18" 20" 24" 8" -- 60 80 100 120 140 D1 12" -- -- 60 80 100 120 16" -- -- -- 40 60 100 18" -- -- -- -- 40 80 20" -- -- -- -- -- 60 -3- GATE VALVE AND DEAD ENDRESTRAINED JOINTS FOR REDUCER, 6" 40 60 100 120 120 140 D2D1LDL = restrained length ofD = pipe diameterpipe (PVC or DIP)L (ft)D2L = restrained length ofD = pipe diameterpipe (PVC or DIP)FEB 09LuLdLu = up bend restrained lengthof pipe (PVC or DIP)up benddepthdepth 4 ft. min.down bend Ld = down bend restrained length of pipe (PVC or DIP)finished gradeLuLd-4- VERTICAL OFFSETRESTRAINED JOINTS FOR 45° Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 Each side of any vertical offsetbend shall be restrained. Inaddition, any joint that falls withinthe specified length on each sideof the fitting shall be restrained. D 6" 8" & 12" 16", 18" & 20" 24" 22 1/2° Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24" 11 1/4° Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24"DD = pipe diameterFEB 0948" min.6" stonevalve restrained to main6", 8" and 12" 16", 18", 20" and 24"screw type adjustablevalve box8"x 8"x 16"solid block60" min.over-excavation18" to 24"concrete pad 18" dia. x 6" deepfinished gradeconcrete pad 18" dia. x 6" deepfinished gradeWaterForced Sewer24" min.screw type adjustable valve boxNote: valve shallbe spur geartype6" stone8"x 8"x 16"solid blockvalverestrainedto mainscrew typeadjustablevalve boxconcrete pad 18"dia. x 6" deep8"x 8"x 16" solid blockfor 12" valveNote: valve shallbe bevel geartypeGATE VALVEstonejointrestraintsstonevalve restrainedto main48" min.6" stonelocation marker-5- APR 09valve boxadaptorvalve boxadaptorvalve boxadaptor6"exterior of all sections tohave waterproof coating3/4" x 2" butyljoint sealant24" min. in undeveloped areassquare skid pad 6"thick aroundmanhole frame indeveloped areasfinishedgradefinishedgrade3/4" concrete anchorbolts (4 each)STANDARD MANHOLEadjustment rings(11" max.)steel reinforcedpolypropylene steps24" min.clear opening6. There shall be a 0.20 foot drop in elevation through the manhole.3/4 dia.6" stone1'-6"35" max.12" or 16" (typ.)6" stone4'-0"variable3'-0" min.4'-0" max.8"1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing.3. Final slope adjustment of manhole frame shall be by shims and non-shrink grout.4. Skid pad to be placed around manholes located in shoulders of roads.5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height.NOTES :5"pipe to manholeconnection to beby flexible sleevetop of bench to besame elevation as topof pipe1" nominal size butyljoint sealant to beapplied on lowerledge of jointtop of manhole at grade in pavement areasunless otherwise directed (top shall be set 24"min. above grade in undeveloped areas)invert channel to provide asmooth transition in to out,for all connectionsprecast invert orgrout bottom toform channeljoint gasket shall beeither o-ring or profileconcrete ASTMC-1504000 psi2'-0" max.-15- FEB 09RETURN TO ORIGINALCONDITIONS MIN. 6 INCHESABOVE RIP RAPEXISTING GRADE151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/AFREDERICK WATER DETAILS 64Rev. No.Date0308/01/202408/20/2024 W W W ARVARVW W W W WWWWW WWWWWWWWWWWWWWWWWWARVZINNIA LANE PENGUIN CREST DRIVELOTUS BLOSSOM WAY SUNFLOWER WAYGRANITE RIDGE DRIVECARNATION WAY OLEANDER COURTDEAD END STRIPING(SEE DETAIL)SECTION AA-1SECTION AA-2 SECTION AA-1SECTION AA-2 SECTION AA-2 SECTION AA-3 SE C T I O N A A - 2 SE C T I O N A A - 3GRANITE RIDGE DRIVEPROP. HYDRANTW/ SIGN TYPE 'D'PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'D'PROP. PAINTEDCURB (TYP)PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'A'PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'D'PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'D'SIGN TYPE 'A'PROP. HYDRANTW/ SIGN TYPE 'D'DEAD END STRIPING(SEE DETAIL)PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'D'PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'D'SIGN TYPE 'A'SIGN TYPE 'C'SIGN TYPE 'D'SIGN TYPE 'C'PROP. HYDRANTW/ BOLLARDS &SIGN TYPE 'D'SIGN TYPE 'C'WWOLEANDER COURTTYPE B CLASS I,YELLOW PAVEMENTMARKING, 12" WIDEAT 5' SPACING.TYPE B, CLASS IYELLOW PAVEMENTMARKING, 6" WIDTH,LENGTH AS SHOWN ONPLAN (SOLID)TYPE B CLASS I, YELLOW PAVEMENTMARKING, 12" WIDE AT 5' SPACING.TYPE B, CLASS I YELLOW PAVEMENTMARKING, 6" WIDTH, LENGTH ASSHOWN ON PLAN (SOLID)DEAD END STRIPINGDETAILTURN AROUND STRIPINGDETAILCURB STENCILDETAIL - NTSFIRE LANE NO PARKINGBLACK TRAFFIC GRADE PAINTED FIRELANE STENCILING, MINIMUM LETTERHEIGHT 3 INCHES WITH A MINIMUM 12"STROKE, SPACED EVERY 25 FEETFACE OF CURB AND GUTTER/TOP OF ROLLED CURB OR6" EDGE OF PAVEMENT STRIPE151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241" 60'LIFE SAFETY PLAN THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLYNOTES:1.FIRE APPARATUS ACCESS ROAD GATES SHALL COMPLY WITH D103.5 OF THE FREDERICKCOUNTY FIRE PREVENTION CODE APPENDIX D FIRE APPARATUS ACCESS ROADS2.BOLLARDS SHALL COMPLY WITH FREDERICK WATER BOLLARD DETAIL. SEE SHEET 64 -Frederick Water Details3.ALL LOCKING DEVICE SPECIFICATIONS SHALL BE SUBMITTED FOR APPROVAL BY THEFIRE CODE OFFICIAL4.ALL SECURITY GATES SHALL OPEN THE FULL WIDTH OF FIRE DEPARTMENT ACCESS ANDLOCKING DEVICES ON MANUAL GATES SHALL BE OF THE KNOX TYPE (FREDERICKCOUNTY, VA KEYED).65Rev. No.Date0308/01/2024NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/2024N/APROFFER COMPLIANCE SHEET 66Rev. No.Date 08/20/2024 SSSSSSSSSSSSSSSSSSSECTION AA-1SECTION AA-2 SECTION AA-1SECTION AA-2 SECTION AA-2 SECTION AA-3 SE C T I O N A A - 2 SE C T I O N A A - 31608004080SCALE: 1 80'SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled. carbon sheet steel, structural steelquality, 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 andoutside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Post shall use an in groundanchor 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 letterindicating 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'srecommendations.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 NOTESPAVEMENT MARKING LEGENDCHANNELIZING LANE LINES (SOLID) - WHITE, TYPE B, CLASS IMARKINGS, 6" WIDE, LENGTH AS SHOWN ON PLANEXTENDED LANE LINES (DOTTED) - WHITE, TYPE B, CLASS IMARKINGS, 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"WIDECROSSWALK LINES - WHITE, TYPE B, CLASS I MARKINGS, 12"WIDE x 6' LONG, SPACED 18". SOLID WHITE TRANSVERSE LINESPLACED PARALLEL TO ONCOMING TRAFFIC.TYPE B, CLASS I PAINTED YELLOW DOUBLE LINE PAVEMENTMARKING, 4" WIDTH, SEPARATED BY A 4" SPACE, LENGTH ASSHOWN ON PLANEDGE LANE LINES (SOLID) - YELLOW, TYPE B, CLASS IMARKINGS, 4" WIDE LENGTH AS SHOWN ON PLAN. (OPTIONAL)TYPE B YELLOW PAVEMENT MARKING, 24" WIDTH, LENGTH ASSHOWN, HASHES SPACED 12' ON CENTER AT 45° ANGLE.TYPE B, CLASS I WHITE PAVEMENT MARKING, ELONGATED TURNLANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING, ELONGATED TURNLANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING, ELONGATED TURNLANE ARROW.ABCDEFG151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 80'SIGNAGE AND STRIPING PLAN 67Rev. No.Date0308/01/2024NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024 LOTUS BLOSSOM WAY 52' ROW SUNFLOWER WAY 52' ROW CARNATION WAY 52' ROWGRANITE RIDGE DRIVE53' ROWGRANITE RIDGE DRIVE53' ROWCARNATION WAY 52' ROW OLEANDER COURT52' ROW OLEANDE R C O U R T 52' ROWSTREET LIGHTSTREET LIGHTSTREET LIGHTSTREET LIGHTSTREET LIGHT0.10.10.10.30.30.20.60.60.40.80.70.51.20.70.50.21.50.90.60.20.11.41.10.80.50.20.10.50.80.80.60.40.10.10.20.50.60.60.50.30.10.00.20.30.40.40.30.20.10.00.10.10.10.20.20.10.10.20.40.40.30.20.10.10.00.00.10.20.50.60.60.60.50.30.10.10.10.30.60.70.80.80.80.50.30.20.10.31.51.50.90.70.51.10.70.60.70.50.30.50.40.20.10.00.00.10.10.00.00.40.30.20.10.10.50.60.60.60.50.30.10.10.80.90.90.80.50.20.11.50.80.60.20.20.10.10.20.40.40.30.20.10.10.00.00.10.20.50.60.60.60.50.30.10.10.10.30.60.70.80.80.80.50.30.20.10.31.51.50.90.70.51.10.70.60.70.50.30.50.40.20.10.00.10.10.10.10.10.20.20.30.30.20.10.20.30.50.50.50.50.30.10.10.20.40.60.80.80.70.70.50.20.40.60.71.01.30.20.40.60.80.4SECTION AA-1SECTION AA-2 SE C T I O N A A - 2 SE C T I O N A A - 3 OLEANDER C O U R TSTREET LIGHT0.20.20.10.10.20.40.40.30.20.10.10.00.00.10.20.50.60.60.60.50.30.10.10.10.30.60.70.80.80.80.50.30.20.10.31.51.50.90.70.51.10.70.60.70.50.30.50.40.20.1SCALE: 1 50'5025050100151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 50'PHOTOMETRIC PLAN PROPOSED STREETLIGHTNOTES:1.ALL LIGHTING SHALL CONFORM TO SECTION §165-201.07 OF THEZONING ORDINANCE.2.ALL LIGHTS SHALL BE MOUNTED NO HIGHER THAN THE MAXIMUMHEIGHT OF 25' AS MEASURED TO GROUND PER FREDERICKCOUNTY ZONING ORDINANCE §165-201.07.3.PARKING LOT FIXTURES AND LIGHT FIXTURES ON BUILDINGSSHALL BE FULL-CUTOFF FIXTURES.4.CONTRACTOR TO CONFIRM WITH DEVELOPER ALL OPTIONS PRIORTO ORDERING FIXTURES5.CONCRETE LIGHT POLE BASE DESIGN BY STRUCTURAL ENGINEERMATCH LINE-SHEET 69TYPICAL PHOTOMETRIC PATTERN NOT TO SCALE68NOTES:1.ALL LIGHTING SHALL CONFORM TO SECTION §165-201.07 OF THEZONING ORDINANCE.2.ALL LIGHTS SHALL BE MOUNTED NO HIGHER THAN THE MAXIMUMHEIGHT OF 25' AS MEASURED TO GROUND PER FREDERICKCOUNTY ZONING ORDINANCE §165-201.07.3.PARKING LOT FIXTURES AND LIGHT FIXTURES ON BUILDINGSSHALL BE FULL-CUTOFF FIXTURES.4.CONTRACTOR TO CONFIRM WITH DEVELOPER ALL OPTIONS PRIORTO ORDERING FIXTURES5.CONCRETE LIGHT POLE BASE DESIGN BY STRUCTURAL ENGINEERLuminaire ScheduleSymbolQtyLabel7E350LED-16L45T4-MDL10-FLCalculation SummaryLabelUnitsAvgMaxMinILLUMINANCE TYPICAL OF EACH INTERSECTIONFc0.322.10.014' POLE 16.5' LED SOURCERev. No.Date0308/01/202408/20/2024 ZINNIA LA N E 52' ROW PENGUIN CREST DRIVE44' ROWLOTUS BLOSSOM WAY 52' ROW GRANITE RIDGE DRIVE53' ROWGRANITE RIDGE DRIVE53' ROWPENGUIN CREST DRIVE44' ROWSTREET LIGHTSTREET LIGHT0.20.20.10.10.20.40.40.30.20.10.10.00.00.10.20.50.60.60.60.50.30.10.10.10.30.60.70.80.80.80.50.30.20.10.31.51.50.90.70.51.10.00.00.10.10.00.00.40.30.20.10.10.50.60.60.60.50.30.10.10.80.90.90.80.50.20.11.50.80.60.00.00.10.10.00.00.40.30.20.10.10.50.60.60.60.50.30.10.10.80.90.90.80.50.20.11.50.80.60.20.20.10.10.20.40.40.30.20.10.10.00.00.10.20.50.60.60.60.50.30.10.10.10.30.60.70.80.80.80.50.30.20.10.31.51.50.90.70.51.1SECTION AA-2 SECTION AA-30.90.30.50.60.91.40.10.30.50.80.90.90.80.10.10.30.50.60.60.60.00.00.10.20.40.40.40.00.00.11.70.0151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIATC/ZJ/ZS692760BSTEPHENSON VILLAGE II SECTION AA-206/17/20241 50'PHOTOMETRIC PLANSCALE: 1 50'5025050100PROPOSED STREETLIGHTNOTES:1.ALL LIGHTING SHALL CONFORM TO SECTION §165-201.07 OF THEZONING ORDINANCE.2.ALL LIGHTS SHALL BE MOUNTED NO HIGHER THAN THE MAXIMUMHEIGHT OF 25' AS MEASURED TO GROUND PER FREDERICKCOUNTY ZONING ORDINANCE §165-201.07.3.PARKING LOT FIXTURES AND LIGHT FIXTURES ON BUILDINGSSHALL BE FULL-CUTOFF FIXTURES.4.CONTRACTOR TO CONFIRM WITH DEVELOPER ALL OPTIONS PRIORTO ORDERING FIXTURES5.CONCRETE LIGHT POLE BASE DESIGN BY STRUCTURAL ENGINEERMATCH LINE-SHEET 6869Rev. No.Date0308/01/2024NOTE:1.Route 37 Study Area shown on sheets 4, 5, & 6.08/20/2024