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49-23 Site Plan1COVER SHEET AS SHOWNSTEPHENSON VILLAGE IISTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIASP# 49-23Gas: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/DEVELOPERSTEPHENSON VILLAGE II LLC3201 JERMANTOWN ROAD SUITE 150FAIRFAX, VA 22030571-581-4791STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BPlan RevisionsRev NoRev DateComment0111/03/2023Frederick Water and Planning Comments0212/01/2023Frederick Water Comments151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STEPHENSON VILLAGE II ACTIVE ADULT REC CENTER ACTIVE ADULT REC CENTERSITE PLANSheet List TableSheetNumberSheet TitleRevsionNoRevison Date1Cover Sheet0212/01/20232General Notes and Legend0212/01/20233Project Information and Tabulations0111/03/20234Existing Topography 5Boundary Information - ROW0212/01/20236E&S Phase I 7E&S Phase II 8E&S Narrative 9E&S Details 10E&S Details 11Water Quality BMP Map 12Water Quality BMP Map 13Water Quality BMP Details 14Water Quality BMP Details 15Water Quality Details 16Stormwater Management Plan 17Stormwater Management Plan 18Geometry Plan0212/01/202319Utility Plan0212/01/202320Grading Plan0212/01/202321Landscape Plan0111/03/202322Storm Sewer Profiles & Computations 23Sanitary Sewer, Waterline, and Stopping Sight Distance Profiles0212/01/202324Site Details 25VDOT Details 26VDOT Details 27Frederick Water Details 28Life Safety Plan 29Proffer Compliance Sheet 30Photometric Plan 31Striping and Pavement Plan DATEAPPROVALZONING ADMINISTRATOR* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL12/11/2023 N/A2GENERAL NOTES AND LEGENDRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760B151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23LEGENDPROPOSED SAN. LAT. CLEANOUTPROPOSED CENTERLINEEXISTING SPOT ELEVATIONSTORM DRAIN STRUCTURE IDENTIFIERSANITARY MANHOLE IDENTIFIERPROPOSED SPOT ELEVATIONEXISTING CURB AND GUTTERPROPOSED EDGE OF PAVEMENTEXISTING EDGE OF PAVEMENTPROPOSED STORM SEWER WITH INLETEXISTING STORM SEWER WITH INLETPROPOSED TELEPHONE LINEEXISTING TELEPHONE LINETRANSITION TO REVERSE CURBPROPOSED CURB AND GUTTERPROPOSED ELECTRIC SERVICEEXISTING ELECTRIC SERVICEPROPOSED SANITARY SEWER WITH MANHOLEEXISTING SANITARY SEWER WITH MANHOLEPROPOSED GAS LINEEXISTING GAS LINEFENCELINEFLOW LINE PROPOSED WATERLINE W/ TEEPROPERTY LINEEXISTING TELEPHONE PEDESTALEXISTING WATERLINE W/ TEEEXISTING UTILITY POLE/GUIDE WIRESIGNSPROPOSED REDUCEREXISTING FIRE HYDRANT/VALVE/METERINDICATES THE NUMBER OF TYP. PARKING SPACESPARKING INDICATORHANDICAP PARKINGPROPOSED BUILDING ENTRANCEVEHICLES PER DAY COUNTPROPOSED FIRE HYDRANT/VALVE/METERLIGHT POLEEXISTING TREE LINEEXISTING EASEMENTPROPOSED EASEMENT EXISTING CENTERLINEEXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOURPROPOSED CONTOURPROJECT INFORMATIONSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER 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. No impacts are proposed with theActive Adult Rec Center. All impacts associated with Section AA-1A are currently under review and awaiting approvalfrom both the U.S. Army Corp of Engineers and the Virginia Department of Environmental Quality. No disturbance isallowed in those areas until the required permits are obtained. Existing mitigation areas shown on the plans are forprevious permitted impacts which have been completed and are currently being monitored by Virginia Department ofEnvironmental Quality. Reference J.D. Project # 04-R0958, dated June 24, 2004 which is in the process of being closedout.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.Building shall comply with the Virginia Uniform Statewide Building Code. Other codes that apply are ICC/ ANSIA117.1-2009 Accessible and Usable Buildings and Facilities, International Fire Code, Virginia Energy Code, theVirginia Mechanical Code, the Virginia Plumbing Code, the NEC and the International Swimming Pool and SpaCode.2.All required exits shall meet ANSI A117.1-09. Exits shall terminate at a public way. A detailed fire exiting plan shallbe provided with the building plans to identify the location and travel distance to the accessible exits.3.An accessible route shall be provided to the facility and to the main entrance. Handicap parking shall comply withANSI A117.1-09. Van accessible parking shall have a minimum of 11' width with 5' unloading area or a minimumof 8' unloading with an 8' width. Maximum 2% slope required for parking and unloading. Maximum threshold atdoor shall not exceed 12". Walkways shall not exceed 5% slope. Slopes exceeding 5% shall be designed as ramps.Accessible parking and unloading area shall have a striped are leading to entrance when traveling over vehicular.4.Engineer Design required on all foundations and or slabs with greater than 8" fill or 24" clean sand/gravel. Fill shallbe designed and compacted as designed by a Registered Design Professional.5.Please note the requirements in Chapter 17 of VCC for special inspection requirements on the type of structure(Soils, concrete etc.)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 DATAGFA (SF)VPD* TAKEN FROM ITE TRIPGEN WEB BASED APP VERSION 6.0 11TH EDITION49528.82 Per 1000 sf.1725,9641. 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, 2022RECREATIONAL COMMUNITY CENTERFREDERICK WATER PROJECT INFORMATIONWATER AND SANITARY SEWER USAGEWATER DEMAND 1,680 GPD *SANITARY SEWER DISCHARGE 1,680 GPD *Calculation 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 demand*Unit Rate flow per Table 3 of the SCAT Regulations 9VAC25-790-460F168 occupant x 10 gpd/occupant = 1,680 GPDParcel Identification No:44-A-31AStreet Address:#TBD - Granite Ridge DriveProject Site Area:386.24 AcresDisturbed Area:6.00 AcresCurrent Zoning:R4Current Use:VacantProposed Use:Active Adult Recreation CenterPreviously Approved Plans:REZ # 06-03 Stephenson Village, Stephenson Village II MDP # 02-22Maximum Building Height:35'Proposed Building Height:31'-11" (1 story)Required Setbacks Provided SetbacksFront:35'Front:100.2'/108.2'Side:15'Side:245.0'/280.5'Rear:N/ARear:N/AParking SetbacksProvided Parking SetbacksFront:10' Front:10.0'Side:5'Side:234.3'Rear:N/ARear:N/ASign Setbacks Provided Sign SetbacksFront:10'Front:10.0'Side:10'Side:473.5'Rear:N/ARear:N/AParking Spaces Required:Building, 1 Space Per 250 SF = 5,964 SF/250* = 24 Spaces Pool, 1 Space Per 150 SF = 7,594 SF/150* = 51 SpacesPickle Ball Court, 4 Spaces Per Court * 2 Courts* = 8 SpacesParking Spaces Required:83 SpacesTotal Spaces Provided:84 Spaces*Parking ratios per the Brookfield Stephenson Village, LLC Parking Study completedby The Land Planning and Design Group and subsequently approved by the Frederick County Zoning Administrator on 09/12/2011 for the now existing RecreationCenter located within Section 4 of the overall project.ADA Spaces Required:(Per Table 1106.1(1) of the 2018 Virginia Construction Code)4 SpacesADA Spaces Provided:4 SpacesLoading Spaces Required:1 Per 20,000 SF of Floor Area 5,964 SF / 20,000 = 1 SpaceLoading Spaces Provided:1 SpaceFloor Area Ratio (FAR) Calculation:Total Lot Area = 6.68 Acres (291,076 SF)Total Floor Area = 0.14 Acres (5,964 SF)Building Area/Lot Area = 0.02 < 1.0Signs:All signs shall conform to §165-201.06 of the zoning ordinance.Outdoor Lighting:All lighting shall conform to section §165-201.07 of the zoning ordinance12/11/2023 3PROJECT INFORMATION AND TABULATIONS STEPHENSON VILLAGE II ACTIVE ADULT REC CENTERN/ASTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM2760B23-0131151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23Rev. No.DateAMENITYRECREATIONALCREDITSACTIVE ADULT RECREATION CENTER1 - RECREATION CENTER71TABLE #6STEPHENSON VILLAGE IIRECREATIONAL UNIT TABULATIONVALUE PER CREDITTOTAL VALUE$2,485,000$35,000TABLE #5RECREATIONAL UNIT TABULATIONLand BayResidential Dwelling UnitsRecreational UnitsRequiredRecreational UnitsProvided with this Plan74024.771Land Bay IVTOTAL REQUIRED PER SEC. 165-402.08: (# Dwelling Units/30) = XX.X RECREATIONAL UNITS12/11/2023 X X X X X XXXXXXXXS S S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS125125A126ARVARVARVSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S ARVARVARVARVARVARVEX140EX141EX142EX139EX138EX137EX136EX135EX134EX133EX132EX131EX130EX129GRID M E RI DI A N VA NO R T H Z O N E N A D 8 3SECTION AA-1ABASED ON A SEPARATEAPPROVED PLANSECTION AA-1ABASED ON A SEPARATEAPPROVED PLANEX. TREELINE(TYP)(TYP)EX EX AA-RECCENTERSNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWEX139EX138EX137EX136EX135EX134EX133EX132EX131EX130EX129EX128EX127EX126EX125EX124EX123EX122151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-231" = 100'4EXISTING TOPOGRAPHYRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTERSURVEY AND TOPOGRAPHIC INFORMATION2. Aerial, horizontal and vertical control surveys wereDated:3. Aerial topographic mapping performed by:1. Boundary survey was performed by:performed by:DateDated:Greenway EngineeringDecember 22, 20212022Greenway EngineeringGreenway EngineeringJanuary 2022SCALE: 1" = 100'100010020012/11/2023 OL E A N D E R C O U R T GRANITE RIDGE DRIVEGRANITE RIDGE DRIVESNOWDEN BRIDGE BOULEVARD5' CSE5' CSE5' CSE5' C S E 5' C S E 5 ' CSE 280.32' S 37°2 1 ' 5 5 " W 1 9 7 . 3 9 ' N 6 4 ° 5 2 ' 5 2 " E 211.35'N 14°06'08" EN 66°19'23" W74.50'N 24°14'57" E131.73'S 54°56'56" E161.97'N 42°56'30" E7.66'C2C 3 C4C5 C6C735' BRL35' BRL35' BRL35' BRL35' BRL35' BRL15' BRL 15' BRL 1 5 ' B R L 15' BRL68.0'64.0'1 0 8 . 2 '10.0'221.3'SECTION AA-1ABASED ON ASEPARATEAPPROVEDPLANS 72°50'02" E97.24'S 54°01'36" E75.36'C1SNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWPROP.POOLMECH.BLDGPROP.POOLPROP.PATIOSHUFFLEBOARDCOURTSPICKLE BALLCOURTSPROP. COVERED PO R C HPROP.HOT TUBPROP.STORAGEPROP.CANOPYPROP. RECCENTER BLDG10 0 . 2 '280.5'245.0'234.3'10.0 'PROP.MONUMENTSIGN473.5'ACTIVE ADULT REC CENTER LOT BOUNDARY CURVE DATACURVERADIUSARC LENGTHCHORD LENGTHCHORD BEARINGDELTA ANGLETANGENTDEGREE OF CURVEC17051.00'249.84'249.82'S 73°19'23" E2°01'48"124.93'0°48'45"C21051.00'109.78'109.73'N 69°18'56" W5°59'05"54.94'5°27'06"C328.50'44.48'40.10'S 68°57'47" W89°25'40"28.22'201°02'16"C441.50'13.54'13.48'N 33°35'44" E18°41'34"6.83'138°03'44"C528.50'11.33'11.25'S 31°33'23" W22°46'15"5.74'201°02'16"C6365.00'334.04'322.51'S 06°02'50" E52°26'11"179.75'15°41'51"C7423.00'167.46'166.37'S 43°36'26" E22°41'00"84.84'13°32'42"151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-231" = 40'5BOUNDARY INFORMATION - ROWRev. No.Date0212/01/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER804002040SCALE: 1" = 40'LEGENDPUBLIC R/WPRIVATE R/WNOTES:1.THE ROAD IN THIS SUBDIVISION DOES NOT MEET THE VIRGINIA SECONDARY STREET ACCEPTANCE REQUIREMENTS NECESSARY FOR INCLUSION IN THESYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIADEPARTMENT OF TRANSPORTATION OR FREDERICK COUNTY. THIS ROAD ISNOT ELIGIBLE FOR RURAL ADDITION FUNDS OR ANY OTHER FUNDSAPPROPRIATED BY THE GENERAL ASSEMBLY AND ALLOCATED BY THECOMMONWEALTH TRANSPORTATION BOARD.2.REC CENTER LOT IS PART OF SECTION AA-1A OPEN SPACE.12/11/2023 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S ARV3:163 63 63 636 6 3SSF SSFSSFSSFOPSAFSAFSAFSAFSAFSAFLCGLCGLCGLCGLCGLCGLCG125CERUNOFF REDUCTIONCOMPLIANCE FOREST/ OPENSPACE (SEE NOTE 2)IPIPIPTO EX #126DA=0.19 AC.C=0.65TO EX #125ADA=0.17 AC.C=0.81TO EX #125DA=0.13 AC.C=0.59TO EX #124DA=0.41 AC.C=0.70TO EX #123DA=0.16 AC.C=0.75TO EX #42DA=0.17 AC.C=0.86TO EX #42ADA=0.32 AC.TO EX #44DA=0.07 AC.C=0.65TO EX #43DA=0.06 AC.C=0.81TO EX #72DA=0.16 AC.C=0.81TO EX #73DA=0.16 AC.C=0.73TO EX #71DA=0.11 AC.C=0.59TO EX #71ADA=0.19 AC.C=0.70TO STR #94ADA=0.19 AC.C=0.51TO STR #94BDA=0.15 AC.C=0.68TO EX #92DA=0.17 AC.C=0.64TO STR #91ADA=0.20 AC.C=0.73TO EX #91BDA=0.30 AC.C=0.70125AIPIPIPIPIPIPIPIPIPIPIP1267171A727344434546TO EX #42CDA=1.07 AC.C=0.5394B94A9492919091A91BC10OPIPIPIPIPIPIPIP124123123BAREA TO SB #2DA= 17.40 AC.(SEE NOTE #3)SB#2RUNOFF REDUCTIONCOMPLIANCE FOREST/ OPENSPACE (SEE NOTE 2)SAFTSTSTSTSPSPSPSILCILCTSTSPSB/MEMERGENCYSPILLWAYELEVATION 635.25WIDTH 25'SC 250 LINING BYNA GREEN ORAPPROVEDEQUIVALENT8.0'8.0'CL A1 OUTLET PROTECTION.NO RIP-RAP ALLOWED TOIMPACT STREAM OR FLOODPLAIN. DO NOT GO BEYONDTOP OF BANK. VERIFYSTREAM LOCATION WITHWETLAND CONSULTANTDESIGN HIGH WATER**(25YR STORM) = 635.38DRY STORAGE634.5SEDIMENT CLEAN OUT LEVEL631.37" ORIFICEWET STORAGE633.0WT SEAL ONPERMANENTLOW FLOWORIFICEVDOT CL-A1RIP RAPSECTION AA-1ABASED ON ASEPARATEAPPROVEDPLANSNOWDENBRIDGE BLVDBASED ON ASEPARATEPLAN UNDERREVIEWSECTION AA-1ABASED ON ASEPARATEAPPROVED PLAN151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-236E&S PHASE IRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER1" = 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'NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTEDWITH SOIL STABILIZATION BLANKETS (EC-2).2.THE RUNOFF REDUCTION COMPLIANCEFOREST/OPEN SPACE AREA IS NOT TO BEDISTURBED DURING CONSTRUCTION AND SHOULDBE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.3.SEDIMENT BASIN #2 (SB#2) WAS DESIGNED AS PARTOF SECTION AA-1A, WHICH IS CURRENTLY UNDERCONSTRUCTION. SB#2 IS TO REMAIN AS AFUNCTIONING SEDIMENT BASIN UNTIL THECOMPLETION OF THE ACTIVE ADULT REC CENTERPROPOSED WITH THIS PLAN. UPON STABILIZATION OFTHE SITE SB#2 CAN BE COVERTED TO A PERMANENTSWM POND. SEE THE APPROVED SECTION AA-1APLAN SET FOR SEDIMENT BASIN DETAILS ANDPERMANENT POND DETAILS.4.ALL E&S CONTROLS SHOWN ON THE APPROVEDSECTION AA-1A PLAN SHALL REMAIN IN PLACE UNTILTHEIR RESPECTIVE DRAINAGE AREAS ARESTABILIZED. EXISTING SECTION AA-1A E&SCONTROLS ARE SHOWN GRAY.TEMPORARY GRAVELCONSTRUCTION ENTRANCESUPER SILT FENCEROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.203.053.183.02LCGOPSSFSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGTEMPORARYDIVERSION DIKE3.09DDCRITICAL 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 & GRADINGILCFOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!12/11/2023 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S ARV3:163 63 63 636 6 3120122121122A122B122C 122D280281282283RD1RD2RD3RD4RD5RD6RD7RD8RD9FF ELEV.= 644.35FF ELEV.= 644.89FF ELEV.= 645.15PROP.RETAINING WALL(DESIGN BYOTHERS)POOL COPINGELEV. = 643.87SEE ARCHITECTURALPLANS FOR DETAILEDPOOL/PATIO GRADINGAND DRAIN LOCATIONS(ALL DRAINS TODAYLIGHT INTOEXISTING POND)SPA COPINGELEV. = 644.516426446486426426406 4 0 640 638 644640642640642644646648650648646650 646648 644644 644644 644644644 644644 644642 640640 644644646646646648 646644642642642642642642642 642642644 648644644IPIPIPIPIPIPIPCESSFSSFSSFSSFOPSAFSAFSAFSAFSAFSAFLCGLCGLCGLCGLCGLCGLCGIPIPIPIPIPIPIPIPIPIPIPIPIPOPIPIPIPIPIPIPIPSB#2SAFIPTO EX #125ADA=0.27 AC.C=0.81TO EX #125DA=0.16 AC.C=0.59TO EX #71ADA=0.08 AC.C=0.70TO STR #281DA= 0.37 AC.C= 0.73TO STR #282DA= 0.29 AC.C= 0.71TO STR #283DA= 0.07 AC.C= 0.30TO STR #122BDA= 0.35 AC.C= 0.76TO STR #122ADA=0.25 AC.C= 0.77TO STR #122DA= 0.17 AC.C= 0.30TO STR #122DDA= 0.26 AC.C= 0.55TO ROOFDRAINDA= 0.04 AC.C= 0.90TO STR #122CDA= 0.12 AC.C= 0.79TO ROOFDRAINDA= 0.03 AC.C= 0.90RUNOFF REDUCTIONCOMPLIANCE FOREST/ OPENSPACE (SEE NOTE 2)SECTION AA-1ABASED ON ASEPARATEAPPROVEDPLANSNOWDENBRIDGE BLVDBASED ON ASEPARATEPLAN UNDERREVIEWSECTION AA-1ABASED ON ASEPARATEAPPROVEDPLANSNOWDENBRIDGE BLVDBASED ON ASEPARATEPLAN UNDERREVIEWSECTION AA-1ABASED ON ASEPARATEAPPROVED PLANTO EX #126DA=0.19 AC.C=0.65TO EX #124DA=0.41 AC.C=0.70TO EX #123DA=0.16 AC.C=0.75TO EX #42DA=0.17 AC.C=0.86TO EX #44DA=0.07 AC.C=0.65TO EX #43DA=0.06 AC.C=0.81TO EX #72DA=0.16 AC.C=0.81TO EX #73DA=0.16 AC.C=0.73TO EX #71DA=0.11 AC.C=0.59TO STR #94ADA=0.19 AC.C=0.51TO STR #94BDA=0.15 AC.C=0.68TO EX #92DA=0.17 AC.C=0.64TO STR #91ADA=0.20 AC.C=0.73TO EX #91BDA=0.30 AC.C=0.70TO EX #42CDA=1.07 AC.C=0.53RUNOFF REDUCTIONCOMPLIANCE FOREST/ OPENSPACE (SEE NOTE 2)CL A1 OUTLET PROTECTION.NO RIP-RAP ALLOWED TOIMPACT STREAM OR FLOODPLAIN. DO NOT GO BEYONDTOP OF BANK. VERIFYSTREAM LOCATION WITHWETLAND CONSULTANT125125A1267171A72734443454694B94A9492919091A91BC10124123123BTO EX #91DA=0.14 AC.C=0.67OP151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-237E&S PHASE IIRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER1" = 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'TEMPORARY GRAVELCONSTRUCTION ENTRANCESUPER SILT FENCEROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.203.053.183.02LCGOPSSFSFCECDSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDTEMPORARY SEDIMENT BASIN3.14SB3.31TSTEMPORARY SEEDINGTEMPORARYDIVERSION DIKE3.09DDCRITICAL SLOPE - EXISTING UNDERGROUND UTILITIESIN THE AREA (SANITARY AND GAS). CONTRACTOR TOTEST PIT AND COORDINATE ANY RELOCATION NEEDSWITH RESPECTIVE UTILITY PROVIDER AND ENGINEER.NOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTEDWITH SOIL STABILIZATION BLANKETS (EC-2).2.THE RUNOFF REDUCTION COMPLIANCEFOREST/OPEN SPACE AREA IS NOT TO BEDISTURBED DURING CONSTRUCTION AND SHOULDBE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.3.SEDIMENT BASIN #2 (SB#2) WAS DESIGNED AS PARTOF SECTION AA-1A, WHICH IS CURRENTLY UNDERCONSTRUCTION. SB#2 IS TO REMAIN AS AFUNCTIONING SEDIMENT BASIN UNTIL THECOMPLETION OF THE ACTIVE ADULT REC CENTERPROPOSED WITH THIS PLAN. UPON STABILIZATION OFTHE SITE SB#2 CAN BE COVERTED TO A PERMANENTSWM POND. SEE THE APPROVED SECTION AA-1APLAN SET FOR SEDIMENT BASIN DETAILS ANDPERMANENT POND DETAILS.4.ALL E&S CONTROLS SHOWN ON THE APPROVEDSECTION AA-1A PLAN SHALL REMAIN IN PLACE UNTILTHEIR RESPECTIVE DRAINAGE AREAS ARESTABILIZED. EXISTING SECTION AA-1A E&SCONTROLS ARE SHOWN GRAY.FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !!12/11/2023 8E&S NARRATIVE AS SHOWNSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760B151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23Rev. No.Date 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 provided with Section AA-1A)Maintenance Program:Inspections shall be conducted at a frequency of at least one every (4) business days or at leastonce every (5) business days and no later than 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 storm event isdefined as 0.25 inches of rainfall over a 24-hour time period in accordance with 9VAC25-880-1.Any damaged 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.SNOWDEN BRIDGE, SECTION AA-1A 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 and Section AA-1A/1B approved under separate plans.SWM was designed for all plans listed above and included the recreational facility.This plan is for the Active Adult Recreation Center. This section consists of a recreation center withrelated utilities and parking lot construction. 6.00 acres will be disturbed for construction of ActiveAdult Recreation Center.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.Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to thesediment trapping structures.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.12/11/2023 9E&S DETAILS N/ASTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760B151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23Rev. No.Date 12/11/2023 10E&S DETAILS N/ASTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760B151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23Rev. No.Date 12/11/2023 XXXXXXXXXXXXXXXXXCASTAWAY PLACEMH174Top=624.88In(30)621.00Out=621.00Depth=3.88MH94Top=636.47In(30)633.50Out=633.50Depth=2.97MH180Top=596.00In(30)593.50Out=593.50Depth=2.5030Top=637.37In(24)635.37Out=635.37Depth=2.00RETAINING WALLLOT 1001LOT 1002LOT 1003LOT 1004LOT 1005LOT 1006LOT 1007LOT 1008LOT 1009LOT 1010LOT 1011LOT 1021LOT 1022LOT 1023LOT 1024LOT 1025LOT 1026LOT 1027LOT 1028LOT 1018LOT 1019LOT 1020LOT 1015LOT 1016LOT 1017LOT 1012LOT 1013LOT 1014LOT 1562 LOT 1561 LOT 1560 LOT 1559LOT 1566 LOT 1565 LOT 1564 LOT 1563LOT 1570 LOT 1569 LOT 1568 LOT 1567LOT 1573 LOT 1572 LOT 1571LOT 1574LOT 1575LOT 1576LOT 1577LOT 1578LOT 1579LOT 1580LOT 1581LOT 1582LOT 1583LOT 1584LOT 1585LOT 1586LOT 1587LOT 1588LOT 1589LOT 1590LOT 1591LOT 1592LOT 1593LOT 1594LOT 1595LOT 1596LOT 1597LOT 1598LOT 1599LOT 1555 LOT 1556 LOT 1557 LOT 1558LOT 1551 LOT 1552 LOT 1553 LOT 1554LOT 1548 LOT 1549 LOT1550LOT 1547 LOT 1546 LOT 1545 LOT 1544 LOT 1543 LOT 1542 LOT 1541 LOT 1540 LOT 1539 LOT 1538 LOT 1537LOT 1531 LOT 1532 LOT 1533 LOT 1534LOT 1527 LOT 1528 LOT 1529 LOT 1530 LOT 1522 LOT 1521 LOT 1520 LOT 1519LOT 1526 LOT 1525 LOT 1524 LOT 1523 LOT 1515 LOT 1516 LOT 1517 LOT 1518LOT 1514LOT 1513 LOT 1536LOT 1535LOT 1029LOT 1030LOT 1031LOT 1032LOT 1033LOT 1034LOT 1512LOT 1511LOT 1510LOT 1509LOT 1508 LOT 1507 LOT 1506 LOT 1505 LOT 1504 LOT 1503 LOT 1502 LOT 1501 LOT 1603 LOT 1604 LOT 1605 LOT 1606 LOT 1600 LOT 1601 LOT 1602 LOT 1106 LOT 1107LOT 1105 LOT 1041LOT 1040LOT 1039 LOT 1108LOT 1109LOT 1110LOT 1647LOT 1648LOT 1646LOT 1650LOT 1649LOT 1645LOT 1642LOT 1643LOT 1644LOT 1641LOT 1638LOT 1639LOT 1640LOT 1637LOT 1634LOT 1635LOT 1636LOT 1654LOT 1651LOT 1652LOT 1653LOT 1104LOT 1101LOT 1102LOT 1103LOT 1100LOT 1097LOT 1098LOT 1099LOT 1 0 3 6 LOT 1 0 3 5 LOT 1093LOT 1094LOT 1095LOT 1096LOT 1089LOT 1090LOT 1091LOT 1092LOT 1085LOT 1086LOT 1087LOT 1088LOT 1081LOT 1082LOT 1083LOT 1084LOT 1671LOT 1672LOT 1673LOT 1674LOT 1614LOT 1615LOT 1616LOT 1617LOT 1618LOT 1619LOT 1620LOT 1621LOT 1622LOT 1623LOT 1624LOT 1625LOT 1626LOT 1627LOT 1628LOT 1630LOT 1629LOT 1076 LOT 1075 LOT 1074 LOT 1073 LOT 1072 LOT 1063 LOT 1062 LOT 1061 LOT 1060 LOT 1059LOT 1066 LOT 1067 LOT 1068 LOT 1069 LOT 1070 LOT 1071 LOT 1058LOT 1057LOT 1056LOT 1055LOT 1054LOT 1053LOT 1052LOT 1051LOT 1050LOT 1049LOT 1048LOT 1047LOT 1046LOT 1045LOT 1044LOT 1043LOT 1042 LOT 16 0 7 LOT 160 8 LOT 16 0 9 LOT 16 1 0 LOT 1613 LOT 16 1 2 LOT 16 1 1 LOT 1079LOT 1080LOT 1078LOT 1077LOT 1065LOT 1064LOT 1 0 3 7 LOT 1 0 3 8 LOT 1006PEDESTRIAN BRIDGEPROPOSED PEDESTRIANBRIDGE OVER STREAM (NOSTREAM IMPACT PROPOSED)6' TRAIL3783HP3651EP/HP3659EP/LP3585EP/LP3709EP/HP3709EP/HP4756HP4632EP/HP4632EP/HP4682EP/HP4682EP/HP3659EP/HP3609EP/LP3733LP3659EP/LPRUBY ROY C E D R I V E CARDIGA N D R I V E GRANITE RIDGE DRIVE 10+77.87610.71 610620630640650650640650650650 6 3 0 6 4 0 65 0 650650650640640640630640650630 640630640630620 610630620630600610BMP 1LEVEL 2 DSBMP 2LEVEL 2 BIOBMP 3level 2 dsBMP 5LEVEL 2 BIOBMP 6LEVEL 2 BIOBMP 9LEVEL 1 BIOBMP 13LEVEL 2 BIOBMP 17LEVEL 2 BIOBMP 18JELLYFISH(POND 2)BMP 19WET POND(POND 3)BMP 4POND W/JELLYFISH(POND 4)BMP 15LEVEL 2 BIOBMP 12LEVEL 2 BIOFUTURE AMENITY CENTERTO BMP 6PROP CONSERVATIONESMT #1PROP. CONSERVATIONESMT #2 (EXISTINGWETLAND MIT. AREA)PROP. CONSERVATIONESMT #3 (EXISTINGWETLAND MIT. AREA)PROP. CONSERVATIONESMT #4STUDY POINT 1STUDY POINT 2STUDY POINT 3STUDY POINT 5STUDY POINT 411WATER QUALITY BMP MAP STEPHENSON VILLAGE II ACTIVE ADULT REC CENTER STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760B151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23Rev. No.Date 1" = 100'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 SHEET 12VRRM PROJECT SITE AREA LIMITSPOST DEVELOPMENT/VRRMSPREADSHEET DRAINAGE AREALABELSVRRM SITE AREA TREATEDBY BMP DEVICES(BIORETENTION PONDS)BMP LEGENDD.A.A-D.A.ERUNOFF REDUCTIONCOMPLIANCE FOREST/OPENSPACE FOR BMP WATERQUALITY (INCLUDED IN SITEAREA VRRM CALCS)IMPERVIOUS AREA (BUILDINGS,ROADS, ETC.)SITE BOUNDARY (PARCEL)SOIL GROUPSOIL GROUP LETTERPOST DEVELOPMENT DIVIDE12/11/2023 XARVX X X X XXXXXXXXXXXXXMH174Top=624.88In(30)621.00Out=621.00Depth=3.88MH180Top=596.00In(30)593.50Out=593.50Depth=2.50LOT 1059LOT 1058LOT 1057LOT 1056LOT 1055LOT 1054LOT 1053LOT 1052LOT 1051LOT 1050PEDESTRIAN BRIDGEPROPOSED PEDESTRIANBRIDGE OVER STREAM (NOSTREAM IMPACT PROPOSED)6' TRAIL3-23-13-3 9 7 2 2 LP 9 6 6 7 EP/ LP 9 6 1 7 L P 9 6 5 5 LPMONALISA DRIVERUBY ROYCE DRIVE CARDIGAN DRIVE 10+77.87610.7110+84.72603.29-1.00610 620630 630640630620610 630620630600610620610 600560570580590560570580590600 610 6 2 0 6 3 0 62061 0 62 0BMP 4POND W/JELLYFISH(POND 4)BMP 20JellyfishEXISTING CONSERVATION EASEMENTSTUDY POINT 6STUDY POINT 412WATER QUALITY BMP MAP STEPHENSON VILLAGE II ACTIVE ADULT REC CENTER STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760B151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23Rev. No.Date 1" = 100'SCALE: 1" = 100'1000100200BMP LEGENDNOTES: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 SHEET MATCHLINE SHEET 11 VRRM PROJECT SITE AREA LIMITSPOST DEVELOPMENT/VRRMSPREADSHEET DRAINAGE AREALABELSVRRM SITE AREA TREATEDBY BMP DEVICES(BIORETENTION PONDS)D.A.A-D.A.ERUNOFF REDUCTIONCOMPLIANCE FOREST/OPENSPACE FOR BMP WATERQUALITY (INCLUDED IN SITEAREA VRRM CALCS)IMPERVIOUS AREA (BUILDINGS,ROADS, ETC.)SITE BOUNDARY (PARCEL)SOIL GROUPSOIL GROUP LETTERPOST DEVELOPMENT DIVIDE12/11/2023 13WATER QUALITY BMP DETAILS STEPHENSON VILLAGE II ACTIVE ADULT REC CENTER STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760B151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23Rev. No.Date AS SHOWNVRRM SUMMARY FOR STUDY POINTS 1-3. SEE NEXT SHEET FOR STUDY POINTS 4-6 AND OVERALL PHOSPHOROUS SUMMARY.STUDY POINT 1-3DA A INCLUDES BMPS 1-3 & 5 (SP1)DA B INCLUDES BMP 6 (SP1)DA C INCLUDES BMPS 9 & 12 (SP2)DA D INCLUDES BMPS 13, 15, & 18 (SP3)DA E INCLUDES BMPS 17 & 19 (SP3)12/11/2023 14WATER QUALITY BMP DETAILS STEPHENSON VILLAGE II ACTIVE ADULT REC CENTER STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760B151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23Rev. No.Date AS SHOWNNOTES:1.BMP FILTER MEDIA SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TOINSTALLATION TO ENSURE ITS USE AS SUITABLE MATERIAL.2.THE CONSTRUCTION OF BMP FACILITIES SHALL BE INSPECTED AND CERTIFIED BY APROFESSIONAL ENGINEER.3.FILTER MEDIA TO BE PROVIDED BY A CERTIFIED VENDOR4.SEE LANDSCAPE PLAN FOR PLANTINGS IN BIORETENTION AREAS5.BIO-RETENTION BASIN SHALL BE CONSTRUCTED ONLY AFTER THE SITE WORK ISCOMPLETE AND STABILIZATION MEASURES HAVE BEEN IMPLEMENTED. EXPERIENCEWITH BIO-RETENTION BASINS AND SOIL MEDIA FILTERS HAS DEMONSTRATED THATBIO-RETENTION FILTERS MUST BE PROTECTED FROM ALL SEDIMENT LOAD.6.ALL BMPS TO BE CONSTRUCTED PER 2013 VIRGINIA DEQ STORMWATER DESIGNSPECIFICATIONS/ VA BMP CLEARING HOUSE DETAILS.VRRM SUMMARY FOR STUDY POINTS 4-6. SEE PREVIOUS SHEET FOR STUDY POINTS 1-3.STUDY POINT 4-6DA A INCLUDES BMP 4 (SP4)DA B INCLUDES BMP 20 (SP6)12/11/2023 SSSSSSSSSSS632634636LOT 1008LOT 1009LOT 1010LOT 1011SSSSSSSSSSSSSSSSS636646644638642640XXXSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSLOT 1047LOT 1046LOT 1045LOT 1044LOT 1043LOT 1042L O T 1 0 3 6 L O T 1 0 3 5 L O T 1 0 3 7 L O T 1 0 3 8 SWWM WM WM WM W15WATER QUALITY DETAILS STEPHENSON VILLAGE II STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760B151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23Rev. No.Date AS SHOWN603001530SCALE: 1" = 30'603001530SCALE: 1" = 30'603001530SCALE: 1" = 30'804002040SCALE: 1" = 40'12/11/2023 XXXXXS S S S S S S S S S S S S S S S S S SMH-1-30ARV ARV ARV PROPOSED PEDESTRIANBRIDGE OVER STREAM (NOSTREAM IMPACT PROPOSED)6' TRAIL35'STUDY POINT 1STUDY POINT 2STUDY POINT 3STUDY POINT 5XXXXXS S S S S S S S S S S S S S S S S S S ARV ARV ARV PROPOSED PEDESTRIAN BRIDGE OVER STREAM (NO STREAM IMPACT PROPOSED) 6' TRAIL 35'STUDY POINT 1STUDY POINT 2STUDY POINT 3STUDY POINT 5108.9'221.3'9.5 9.59.509.509.5010.5:1 10.5:1 PROP. RETAINING WALL (DESIGN BY OTHERS) 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-231" = 200'16STORMWATER MANAGEMENT PLAN STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTERSCALE: 1" = 200'2000200400PRE-DEVELOPMENT DRAINAGESITE BOUNDARYDRAINAGE AREA LABELSDRAINAGE DIVIDESDRAINAGE AREAS TOPROPOSED SWM/BMPFACILITIESSWM LEGEND1-5SCALE: 1" = 200'2000200400POST-DEVELOPMENT DRAINAGESNOWDEN BRIDGE SECTIONS AA-1A, AA-1B, AND THE COMPLETION OF SNOWDEN BRIDGE BOULEVARD.PRE-DEVELOPED DRAINAGE:Section AA-1A, AA Rec Center, AA-1B, and the completion of Snowden Bridge Boulevard will have a total disturbed area of 82.15 acres. Theproposed sites are comprised of vacant, former agricultural lands comprised of successional vegetation. The northern and northeastern portionsof the site drain directly to Hiatt Run. The southern portion of the site drains to Lick Run, a tributary to Hiatt Run, and to another unnamedtributary of Hiatt Run.The site has six study points. Study Point #1 has a total drainage area of 34.43 acres. Study Point #2 has a total drainage area of 12.08 acres.Study Point #3 has a total drainage area of 39.00 acres. Study Point #4 has a total drainage area of 40.91 acres. Study Point #5 has a totaldrainage area of 6.07 acres. These drainage areas consist mainly of the proposed Section AA-1A and AA 1-B areas. Study point #6 drains tothe FEMA Floodplain for Hiatt Run.POST-DEVELOPMENT DRAINAGE:The post-development conditions include single family houses, townhomes, SWM BMP's and associated parking, travel ways and utilities and thecompletion of Snowden Bridge Boulevard.Water Quantity: Channel Protection was achieved through the use of BMP's and SWM facilities for drainage areas 1, 2, 3, 4. The reduction ofdrainage areas for 5 and 6 was achieved by piping additional drainage to the Hiatt Run floodplain. Study Point #1 has a drainage area of 35.55 acres.Drainage area #2 has a drainage area of 7.98 acres. Drainage area #3 has a drainage are of 47.34 acres. Drainage area #4 has a drainage area of29.25 acres. Drainage are #5 has a drainage area of 5.10 acres.Water Quality:The Virginia Runoff Reduction Method for New-Development Worksheet v3.0-2013 Standards and Specifications was used to verify compliance of thewater quality control requirements. The required phosphorus reduction for the site is 70.91 lb/yr. The phosphorus reduction was achieved by BMP's,Open Space conservation and purchasing 15.23 lb/yr from an offsite nutrient bank.DRAINAGE AREA TOADEQUATE CHANNEL ANDOUTFALL AT 1% RULEMATCH LINE SHEET 17MATCH LINE SHEET 1712/11/2023 XXXXXXXX S S S S S S S S S S S SSSSS S S S S69110114A1141151161171131-21-1C1C2 68A 79808281S EX 132 EX 131 EX 130 EX 129 EX 128 EX 126 EX 125 EX124 EX123 EX122 MH-1-30EX 127 24" ENCASEMENTPIPE REQUIRED MH-3-13-2 3-13-3 ARV S S S62627.63662.1759 SIGHT DISTANCE ESM'T PROPOSED PEDESTRIAN BRIDGE OVER STREAM (NO STREAM IMPACT PROPOSED) 6' TRAIL 131C Top=6 3 9 . 5 5 In(18)= 6 3 6. 1 1 Out=63 6 . 0 1 Depth= 3 . 5 4 131D Top=6 3 9 . 2 2 Out=63 6. 3 7 Depth= 2 . 8 5 150 Top=6 2 4. 8 8 In(30)= 6 2 1 . 0 0 Out=62 1. 0 0 Depth= 3 . 8 8 151 Top=6 2 6 . 1 8 In(30) = 6 2 1. 3 9 Out=621. 2 9 Depth= 4 . 8 9 152 Top=63 1 . 0 0 In(30) = 6 2 5. 8 5 Out=62 5 . 3 5 Depth= 5 . 6 5 153 Top=63 1 . 6 6 In(30) = 6 2 6. 2 6 In(12)= 6 2 7 . 6 6 Out=62 6 . 1 6 Depth= 5 . 5 0 153A Top=6 3 1 . 7 5 Out=62 7 . 7 3 Depth=4 . 0 2 154 Top=6 3 2 . 6 0 In(30)= 6 2 7. 1 7 Out=62 7 . 0 7 Depth= 5 . 5 3 155 Top=6 3 3 . 3 9 In(24)= 6 2 8. 0 2 In(15) = 6 2 8 . 5 3 Out=627. 5 2 Depth=5. 8 7 155A Top=63 4 . 5 8 In(15) = 6 3 0. 3 3 Out=630 . 2 3 Depth=4 . 3 5 155B Top=63 4 . 7 0 Out=63 0 . 7 0 Depth=4 . 0 0 156 Top=63 3 . 8 1 In(24) = 6 2 8. 8 8 In(12)= 6 2 9 . 5 3 Out=62 8 . 7 7 Depth= 5 . 0 4 156A Top=6 3 4 . 1 6 Out=63 0. 4 1 Depth= 3. 7 5 157 Top=63 3 . 8 1 In(24) = 6 2 9 . 1 6 Out=629 . 0 6 Depth= 4 . 7 5 158 Top=6 3 3 . 9 0 In(24)= 6 2 9 . 3 9 Out=62 9 . 2 8 Depth= 4. 6 2 159 Top=6 3 3 . 4 3 In(15)= 6 3 0. 3 4 Out=62 9 . 5 9 Depth= 3. 8 4 160 Top=6 3 7 . 1 0 In(15)= 6 3 2. 3 2 Out=63 2 . 2 2 Depth=4 . 8 8 161 Top=6 3 6 . 9 5 In(15)= 6 3 2. 8 8 In(15)= 6 3 2 . 8 8 Out=63 2 . 7 8 Depth= 4 . 1 7 161A Top=63 7 . 3 6 In(12) = 6 3 3. 6 1 Out=63 3 . 3 6 Depth=4 . 0 0 161B Top=6 3 7 . 6 4 Out=63 3 . 8 9 Depth= 3. 7 5 162 Top=6 4 2 . 9 1 In(12)= 6 3 9 . 1 6 Out=63 8 . 9 1 Depth=4. 0 0 163 Top=64 3. 6 8 Out=63 9 . 9 3 Depth= 3 . 7 5 170 Top=5 9 6 . 0 0 In(30)= 5 9 3 . 5 0 Out=59 3. 5 0 Depth= 2. 5 0 171 Top=59 9 . 2 9 In(30)= 5 9 5 . 1 6 Out=59 4 . 1 6 Depth= 5 . 1 3 172 Top=60 2. 6 9 In(30) = 5 9 7. 9 4 Out=595 . 9 4 Depth= 6 . 7 5 173 Top=6 0 7 . 3 7 In(30) = 6 0 2. 8 4 Out=59 8 . 8 4 Depth= 8. 5 3 174 Top=61 1 . 3 2 In(30)= 6 0 7. 1 7 Out=60 3 . 1 7 Depth=8 . 1 5 175 Top=61 7 . 2 6 In(30)= 6 1 1 . 6 1 Out=60 7 . 6 1 Depth= 9. 6 5 176 Top=62 4 . 0 0 In(12)= 6 1 6. 1 6 In(30)= 6 1 5 . 9 8 Out=61 2 . 1 6 Depth=1 1 . 8 4 177 Top=6 2 4 . 0 0 In(12) = 6 1 9. 4 0 Out=616 . 8 5 Depth= 7. 1 5 178 Top=6 2 6 . 5 0 In(12)= 6 1 9. 8 0 Out=61 9 . 5 5 Depth=6 . 9 5 178-DU M M Y Top=62 4 . 0 0 Out=619 . 9 0 Depth= 4. 1 0 179 Top=62 1 . 0 0 Out=620. 0 0 Depth= 1. 0 0 53 - 18" ADS N-12@ 0.50%60 - 18" AD S N - 1 2 @ 0.49%14 - 12"ADS N-120.50%@41 - 3 0 " ADS N - 1 2 @ 0.75% 90 - 3 0" A D S N- 1 2 @ 4.4 0 %29 - 30"ADS N-12@ 1.00%37 - 15" ADS N-12 @ 1.00%73 - 15" ADS N-12@ 2.31%69 - 30" AD S N - 1 2 @ 0.50% 91 - 30" ADS N-12 @ 0.89% 47 - 12" ADS N - 1 2 @ 1.85% 151 - 24" AD S N - 1 2 @ 0.50% 4 4 - 1 2 " ADS N - 1 2@ 0 . 64% 30 - 1 5 " AD S N - 1 2@ 1. 5 8 % 38 - 15" ADS N-12 @ 1.20% 114 - 15" A D S N - 1 2 @ 1.65% 39 - 24" ADS N-1 2 @ 0.4 9 % 25 - 24" ADS N-12 @ 0.50%37 - 24"ADS N-12@ 0.50%42 - 1 2 " AD S N - 1 2 @ 1 . 8 3 %123 - 15" ADS N-12@ 4.91%43 - 12"ADS N-12@ 8.65 % 27 - 3 0" ADS N-1 2 @ 2.1 0 % 21 - 3 0" ADS N-1 2 @ 2.10 % 16 - 3 0" ADS N- 12 2.10 % @ 43 - 3 0" ADS N- 1 2 @ 2.1 0 % 39 - 30" ADS N-12 @ 2.00% 31 - 3 0 " ADS N - 1 2 @ 2.11 %25 -12" RCP@ 0.80%15 -12 " R C P 1. 0 1% @43 - 30" RCP@ 2.00 % 1 2100YR FEMAFLOODPLAINHIATT RUNTC Flow Path TC Flow PathTC Flow Path SECTION 22SECTION 23 STUDY POINT 3STUDY POINT 69.5 9.59.509.509.5010.5:1 10.5:1 XXXXXXXX S S S S S S S S S S S SSSSS S S S S 1-1 79 80 EX 132 EX 131 EX 130 EX 129 EX 128 EX 126 EX 125 EX 124 EX 123 EX 122 EX 127 24" ENC A S E M E N T PIPE R E Q UI R E D MH-3-13-2 3-1 3-3 ARV S S S SIGHT DISTANCE ESM'T PROPOSED PEDESTRIAN BRIDGE OVER STREAM (NO STREAM IMPACT PROPOSED) 6' TRAIL 131C Top=6 3 9 . 5 5 In(18)= 6 3 6 . 1 1 Out=63 6 . 0 1 Depth= 3 . 5 4 131D Top=6 3 9 . 2 2 Out=63 6. 3 7 Depth= 2 . 8 5 150 Top=6 2 4 . 8 8 In(30)= 6 2 1 . 0 0 Out=62 1. 0 0 Depth= 3. 8 8 151 Top=6 2 6 . 1 8 In(30) = 6 2 1 . 3 9 Out=621. 2 9 Depth= 4 . 8 9 152 Top=63 1 . 0 0 In(30) = 6 2 5 . 8 5 Out=62 5 . 3 5 Depth= 5 . 6 5 153 Top=63 1 . 6 6 In(30) = 6 2 6. 2 6 In(12)= 6 2 7 . 6 6 Out=62 6 . 1 6 Depth= 5 . 5 0 153A Top=6 3 1 . 7 5 Out=62 7 . 7 3 Depth=4 . 0 2 154 Top=6 3 2 . 6 0 In(30)= 6 2 7. 1 7 Out=62 7 . 0 7 Depth= 5 . 5 3 155 Top=6 3 3 . 3 9 In(24)= 6 2 8 . 0 2 In(15) = 6 2 8 . 5 3 Out=62 7 . 5 2 Depth=5 . 8 7 155A Top=63 4 . 5 8 In(15) = 6 3 0 . 3 3 Out=630 . 2 3 Depth=4 . 3 5 155B Top=63 4 . 7 0 Out=63 0 . 7 0 Depth=4 . 0 0 156 Top=63 3 . 8 1 In(24) = 6 2 8. 8 8 In(12)= 6 2 9 . 5 3 Out=62 8 . 7 7 Depth= 5 . 0 4 156A Top=6 3 4 . 1 6 Out=63 0. 4 1 Depth= 3 . 7 5 157 Top=63 3 . 8 1 In(24) = 6 2 9 . 1 6 Out=629 . 0 6 Depth=4 . 7 5 158 Top=6 3 3 . 9 0 In(24)= 6 2 9 . 3 9 Out=62 9. 2 8 Depth= 4. 6 2 159 Top=6 3 3 . 4 3 In(15)= 6 3 0 . 3 4 Out=62 9 . 5 9 Depth= 3 . 8 4 160 Top=6 3 7 . 1 0 In(15)= 6 3 2 . 3 2 Out=63 2 . 2 2 Depth=4 . 8 8 161 Top=63 6 . 9 5 In(15)= 6 3 2 . 8 8 In(15)= 6 3 2 . 8 8 Out=63 2. 7 8 Depth= 4. 1 7 161A Top=6 3 7 . 3 6 In(12) = 6 3 3 . 6 1 Out=63 3 . 3 6 Depth=4 . 0 0 161B Top=6 3 7. 6 4 Out=63 3 . 8 9 Depth= 3. 7 5 162 Top=6 4 2. 9 1 In(12)= 6 3 9. 1 6 Out=63 8 . 9 1 Depth= 4. 0 0 163 Top=64 3 . 6 8 Out=63 9 . 9 3 Depth= 3. 7 5 170 Top=5 9 6 . 0 0 In(30)= 5 9 3 . 5 0 Out=59 3. 5 0 Depth= 2. 5 0 171 Top=59 9 . 2 9 In(30)= 5 9 5 . 1 6 Out=59 4 . 1 6 Depth= 5 . 1 3 172 Top=60 2 . 6 9 In(30) = 5 9 7 . 9 4 Out=595 . 9 4 Depth= 6 . 7 5 173 Top=6 0 7 . 3 7 In(30) = 6 0 2 . 8 4 Out=59 8 . 8 4 Depth= 8 . 5 3 174 Top=61 1 . 3 2 In(30)= 6 0 7 . 1 7 Out=60 3. 1 7 Depth=8 . 1 5 175 Top=61 7 . 2 6 In(30)= 6 1 1 . 6 1 Out=60 7 . 6 1 Depth= 9. 6 5 176 Top=62 4 . 0 0 In(12)= 6 1 6. 1 6 In(30)= 6 1 5 . 9 8 Out=61 2 . 1 6 Depth=1 1 . 8 4 177 Top=6 2 4 . 0 0 In(12) = 6 1 9 . 4 0 Out=616. 8 5 Depth= 7. 1 5 178 Top=6 2 6 . 5 0 In(12)= 6 1 9 . 8 0 Out=61 9 . 5 5 Depth=6 . 9 5 178-DU M M Y Top=62 4. 0 0 Out=619. 9 0 Depth= 4. 1 0 179 Top=62 1 . 0 0 Out=620. 0 0 Depth= 1 . 0 0 53 - 18" ADS N-12@ 0.50%60 - 18" AD S N - 1 2 @ 0.49%14 - 12"ADS N-120.50%@41 - 3 0 " ADS N - 1 2 @ 0.75% 90 - 3 0" A D S N- 1 2 @ 4.4 0 %29 - 30"ADS N-12@ 1.00%37 - 15" ADS N-12 @ 1.00%73 - 15" ADS N-12@ 2.31%69 - 30" ADS N - 1 2 @ 0.50% 91 - 30" ADS N-12 @ 0.89% 47 - 12" ADS N - 1 2 @ 1.85% 151 - 24" AD S N - 1 2 @ 0.50% 4 4 - 1 2 " ADS N - 12@ 0 . 64% 30 - 1 5 " AD S N - 1 2@ 1. 5 8 % 38 - 15" ADS N-12 @ 1.20% 114 - 15 " A D S N - 1 2 @ 1.65% 39 - 24" ADS N- 1 2 @ 0.4 9 % 25 - 24" ADS N-12 @ 0.50%37 - 24"ADS N-12@ 0.50%42 - 1 2 " ADS N - 1 2 @ 1 . 8 3 %123 - 15" ADS N-12@ 4.91%43 - 12"ADS N-12@ 8.65 % 27 - 3 0" ADS N-1 2 @ 2.1 0 % 21 - 3 0" ADS N-1 2 @ 2.1 0 % 16 - 3 0" ADS N- 12 2.10 % @ 43 - 3 0" ADS N- 1 2 @ 2.1 0 % 39 - 30" ADS N-12 @ 2.00% 31 - 3 0 " ADS N- 1 2 @ 2.11 %25 -12" RCP@ 0.80%15 -12 " R C P 1. 0 1%@43 - 30" RCP@ 2.00 % HIAT T R U N TC Flow Path 100YR FEMAFLOODPLAINSTUDY POINT 3STUDY POINT 69.5 9.59.509.509.5010.5:1 10.5:1 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-231" = 200'17STORMWATER MANAGEMENT PLAN STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTERSCALE: 1" = 200'2000200400PRE-DEVELOPMENT DRAINAGESCALE: 1" = 200'2000200400POST-DEVELOPMENT DRAINAGESITE BOUNDARYDRAINAGE AREA LABELSDRAINAGE DIVIDESDRAINAGE AREAS TOPROPOSED SWM/BMPFACILITIESSWM LEGEND1-5DRAINAGE AREA TOADEQUATE CHANNEL ANDOUTFALL AT 1% RULEMATCH LINE SHEET 16MATCH LINE SHEET 1612/11/2023 125125A1269'15'15'24'12'12'24 '24'20'20'2 0 ' 24'20'35' BRL RTC 4'RCG-6CG-6CG-6RCG-6CG-6CG-6CG-2CG-6CG-2CG-6CG-6CG-6RCG-6CG-6RCG-6 3'R 4' R 7.5'R5'R5'R 1 6 'R4'R4' R4'R7.5'R 7.5'R4'R4'R 10 ' R 6'R6'R25'R25'R 49 ' RRTC 4.5'R4.5'R4'R4'R15'RCG-6 34.5'R25' R 25'R342'R406'R342'R64'406'R208.5'R255.7'R20'9'9'9'2 0 ' 2 4 '5' SIDEWALKEX. 5' SIDEWALKEX. 5' SIDEWALKEX. 5' SIDEWALK5' SIDEWALK5' S / WCG-12BCG-12BCG-12BCG-12BCG-12B30'10'R15 ' R 272.5'R20'9'9.0'PROP. POOLMECH. BLDGPROP. POOLPROP.PATIOSHUFFLEBOARD COURTSPICKLE BALLCOURTSPROP. COVERED PORCHPROP. HOT TUBPROP.STORAGEPROP.CANOPYPROP.CANOPYPROP. RETAINING WALL(DESIGN BY OTHERS)PROP. RECCENTER BLDGFFE = 645.15GFA = 5,964 SFHEIGHT = 31'-11"DUMPSTERENCLOSURE5'R2'R68.0'64.0'FREDERICKWATERESMTFREDERICKWATER ESMT1 0 8 . 9 '221.3'20' STORMSEWER ESMT20' STORMSEWER ESMT20' STORMSEWER ESMT35' BRL35' BRL35' BRL35' BRL35' BRL15' BRL 15' BRL 15' B R L 15' BRLCG-11CG-11STREETLIGHT (TYP)MEET & MATCHCURB &SIDEWALKMEET & MATCHCURB &SIDEWALKMEET & MATCHCURB &SIDEWALKGRANITE RIDGE DRIVE56' ROWSPEED LIMIT = 25 MPHMEET & MATCHCURB &SIDEWALKCG-6RSNOWDEN BRIDGE BLVDVARIABLE WIDTH ROWSPEED LIMIT = 35 MPHEX.STORM ESMTEX.STORM ESMTEX. 10' WASHINGTONGAS ESMT.INST. No. 200011785PROP.BIKERACKDEMO EXCURB ANDSIDEWALK10.0'DEMO EXCURB ANDSIDEWALKLOADINGSPACE9.0'20. 0 'PROPOSEDFENCE (TYP)PROPOSEDCANOPY (TYP)CG-12BGATE(TYP)CURBTRANSITION(TYP)200' SDR200' SDR22'191.7'RCG-12BCG-12BEX. 5' SIDEWALK200' SDL200' SDRENTRA N C E # 2 ENTRANCE #1PROP.MONUMENT SIGNSECTION AA-1ABASED ON A SEPARATEAPPROVED PLANSNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWEX.STORM ESMTEX. GRAVELTRAILSIGHT DISTANCE ESM'TSIGHTDISTANCEESM'T4 5 . 0 '34'12'(NOTE 2)(NOTE 1)151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-231" = 30'18GEOMETRY PLANRev. No.Date0212/01/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER603001530SCALE: 1" = 30'NOTES:1.PROP. STORAGE BUILDING1.1.FFE = 644.891.2.GFA = 305 SF1.3.HEIGHT = 15' - 7 2332"2.PROP. POOL MECH. BUILDING2.1.FFE = 644.352.2.GFA = 676 SF2.3.HEIGHT = 20' - 9 732"12/11/2023 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX137EX136EX135EX134125125A126SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S ARV120122121122A122B122C122D280281282283RD1RD2RD3RD4RD5RD6RD7RD8RD920' STORMSEWER ESMT20' STORMSEWER ESMT20' STORMSEWER ESMTGRANITE RIDGE DRIVE56' ROWSPEED LIMIT = 25 MPHSNOWDEN BRIDGE BLVDVARIABLE WIDTH ROWSPEED LIMIT = 35 MPHEX.STORM ESMTEX.STORM ESMTEX. 10' WASHINGTONGAS ESMT.INST. No. 200011785EX.STORM ESMTSTORMDRAINAGE ESMT.370' REX. 8" STUBCONNECTTO 8" STUBSTREETLIGHT(TYP) LIGHTFIRE HYD.ASS'Y12" DIP WATERLINE8" DIP WATERLINE "B"FREDERICKWATER ESMT.EX. FREDERICKWATER ESMT.INST. No. 2300074715' CSE TPTPEX. STORMDRAINAGE ESMT.EX. STORM DRAINAGE ESMT.8" DIP WATERLINE "A"22.5° ELBOW8"x8" TEE,3-8" G.V.8"x6" TEE,1-6" G.V.CONNECT TO EX8" STUB W/ 45°ELBOW45° ELBOW45° ELBOW8"x6"REDUCER1-6" G.V.FIRE HYD.ASS'YFREDERICKWATER ESMT.SAN LAT10+0011+0012+00EX. 12" DIP WATERLINE10+ 0 0 STREETLIGHT(TYP)PROP. POOLMECH. BLDGMETER AND BACKFLOW PREVENTIONINTERNAL TO BUILDING(SEE NOTES 2 & 3)45° ELBOWSAN INT= 638.50EXTERNAL DOWNSPOUTS DRAINTO SURFACE PATIO/POOL DECKCOLLECTION SYSTEM. DESIGNBY LANDSCAPE ARCHITECT.ROW ROWROWPROP. BLDGFFE = 645.15PROPERTY LIN E8X6 MJ TEE, 6" MJ PLUG WITH 2"IPS THREADS, 12" LONG 2"BRASS NIPPLE 2" THREAD GVASSY, AND 2" MIP ADAPTERSTORM DRAINS FORCOURT TO DAYLIGHTINTO EX. POND2" SERVICE LATERALWATERLINE "C"ROOFDRAINROOFDRAINSECTION AA-1ABASED ON A SEPARATEAPPROVED PLANSNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWPRIVATEFW1-2" BALLVALVE ASSY11+0010+00 CONTRACTOR SHALL INSTALL 6" SCH80 PVC CONDUIT FROM 10' OUTSIDEOF BLDG TO 1' ABOVE FINISH FLOORWITH A LONG SWEEP 90 DEGREEBEND UNDER SLAB, AND INSTALL 6"X2" LINK SEALS ON BOTH ENDS. ALLWORK SHALL BE PER BOTH THEFREDERICK WATER AND FREDERICKCOUNTY BLDG INSPECTORSREQUIREMENTS.151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-231" = 30'19UTILITY PLANRev. No.Date0212/01/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER603001530SCALE: 1" = 30'NOTES:1.POWER, COMMUNICATIONS AND GAS UTILITIES ARESHOWN HERE FOR REFERENCE PURPOSES INCOORDINATION OF CONSTRUCTION. DESIGN OFTHESE SYSTEMS ARE BY THE RESPECTIVE UTILITYCOMPANY PROVIDING THE SERVICE. IF ANYCONFLICTS BETWEEN THE CIVIL PLANS AND THEUTILITY COMPANY PLANS, THE ENGINEER MUST BENOTIFIED IMMEDIATELY TO DETERMINE THE BESTCOURSE OF ACTION.2.2" DOMESTIC WATER METER AND ASSOCIATED BACKFLOW PREVENTION DEVICE IS LOCATED WITHIN THESEE MEP PLANS FOR DETAILS. BOTH METER, BACKFLOW PREVENTION DEVICE, AND AMR(AUTOMATEDMETER READER) DEVICES SHALL MEET FREDERICKWATER SPECIFICATIONS. INSTALLATION SHALL BEPER FREDERICK WATER'S INSPECTORSREQUIREMENTS.3.A MINIMUM 3'x3' AREA WILL BE AVAILABLE TO PLACEAND ACCESS THE WATER METER AND ASSOCIATEDPLUMBING. THE UTILITY ROOM WALLS AND DOOR ARETO BE INSULATED. IN ADDITION A HEATER WITHTHERMOSTAT IS TO BE INSTALLED TO PREVENT THELINES FROM FREEZING.4.EXISTING SANITARY SEWER INVERT INFORMATIONPROVIDED ON SHEET 4.12/11/2023 WAGTAIL LANE GRANITE RIDGE DRIVEGRANITE RIDGE DRIVEOLEA N D E R C O U R THEIRLOOM WAYSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX137EX136EX135EX134125125A126SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S S S S S ARVARV3:13:163 3 0 . 7 5 6 2 9 . 2 5 66363636263 63 63 636 6 3120122121122A122B122C 122D280281282283RD1RD2RD3RD4RD5RD6RD7RD8RD9BLD8944SW7843SW6343BLD3544SW1944TOP0043EP6142EP6943EP3244EP1045EP9144EP1446EP2742EP7342EP9742EP0644EP9343EP2644EP2044EP7845GND7244EP5243EX3845EP0944EP8143EP7044EP1745EP2046EP3547EP6347EP3546EP3447EP9844EP5344EP2944TOP0041TW3745SW6343TW5042TW5042BW0039TW0043BW0039TW5042SW6343SW1543SW5543SW6343EP7544EP8644EX4843EP9842EP7344EP7242EP3344EP9944EP0647EP4046EP6444EP7643EP4143SW6844HP5044HP2050EP4544EP6347EP5643EP1444EP2944EP6243EP5943EP9142EP9142EP0245EP6243EP2943EP9545EP5242EP7043EP7242EP5445EP3546EP1347EP2547EP9546SW0745SW4544SW3244SW3244SW3244SW9443TW3745BLD1545BLD1545BLD1545GND0445GND0445EP9044EP7244EP5344EP8543EP2243EP8442924278429942SW0745GND5044SW0845GND5044SW0545SW5143SW5143TOP5041HP0043HP5042BW5244BW9243TW3745TW3745GND1042GND1042EP2447EP2947EP4347EP8047EP8547EP6647EP2547EP5746EP6046EX1048EP4344EP7647EP7047EX4547EX67483546EP5446EP6546EP4445EP5546EP5445EP5645EP1545SW2243SW4043SW7344SW3743SW1243SW2743SW1243SW3743EP5943GND4943GND4943GND8142BLD1545BLD1545BLD1545HP0043GND3042HP5043BW0039SW9344SW9344BLD1545BLD1545GND9344GND4044SW7544SW0145SW0145SW0145SW5643SW5543FF ELEV.= 644.35FF ELEV.= 644.89FF ELEV.= 645.15PROP.RETAINING WALL(DESIGN BYOTHERS)POOL COPINGELEV. = 643.87SEE ARCHITECTURALPLANS FOR DETAILEDPOOL/PATIO GRADINGAND DRAIN LOCATIONS(ALL DRAINS TODAYLIGHT INTOEXISTING POND)GND2642SW6343SW5344SW3744SW3744SW8744SW7143SW4044SW3244SPA COPINGELEV. = 644.51SW8644SW8144SW8944BW5244BW9243TW3745BW2644TW3745SW1044SW2644BW1844SW3444SW2444SW7944EP8344CL9643EX4244EP8343EP0843CL3243EP2143EP4443EP5146SW17436426446486426426406 4 0 640 638 644640642640642644646648650648646650 646648 644644 644644 644644644 644644 644642 640640 644644646646646648 646644642642642642642642642 642642644 648644644504670472047SNOWDEN BRIDGE BLVDSECTION AA-1ABASED ON A SEPARATEAPPROVED PLANSNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEW151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23603001530SCALE: 1" = 30'1" = 30'20GRADING PLANRev. No.Date0212/01/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTERNOTES1.TW equals proposed ground grade at the top of wall, high side ofretaining wall. Actual retaining wall may extend above grade. Seedesign by others. Safety fencing to be installed along retaining wallswhere necessary per height requirements, to be installed by others.2.BW equals proposed finished grade at the bottom of the wall, low sideof retaining wall. Actual retaining wall will extend below grade, seedesign by others.3.Building permit is required for retaining walls with 3' or more ofunbalanced fill.4.Retaining wall structural design by others12/11/2023 SSSSSSSSSSSSSSSSSSSSEX136EX135125125ASSSSSSSSSSSSSSARV66 3GRANITE RIDGE DRIVE56' ROWSPEED LIMIT = 25 MPHVARIABLE WIDTH ROWSPEED LIMIT = 35 MPH200' SDR200' SDR200' SDL200' SDR6426446486426426406 4 0 640 638 6446406426406426446466486506486466 5 0 64 6 64 8 644644 644644 644644644 644644 644642 640640 64 4 644646646646648646644642642642642642 642642642642644 648644644A-AA-A6356406456506556356406456506550+501+001+503' HEADLIGHTSCREENING BERMSECTION A-A3'HEIGHTPROP.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, WVSP NUMBER: #49-231" = 30'21LANDSCAPE PLANRev. No.Date0111/03/2023STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER SHRUBS AND TREES 2" cal B&B10SYMBOL BOTANIC NAME COMMON NAME QUANTITY SIZESCALE: 1" = 50'50250501002. PERIMETER LANDSCAPING:39,609 SF OF IMPERVIOUS AREA1 TREE PER 2,000 SF OF IMPERVIOUS PAVEMENT UP TO 100,000 SF 39,609 SF x (1 TREE / 2,000 SF) = 20 TREES REQUIRED 20 TREES PROVIDEDTOTAL TREES REQUIRED = 29, TOTAL TREES PROVIDED = 29PARKING LOT HEADLIGHT SCREENINGTOTAL SHRUBS = 901. INTERIOR LANDSCAPING:1 TREE PER 10 SPACES, 84 SPACES / 10 = 9 TREES REQUIRED 9 TREES PROVIDEDREQUIRED - 5.0% = 1,981 SF (INTERIOR ISLANDS AREA) / 39,609 SF (PARKING LOT AREA) = 0.050PROVIDED - 12.2% = 4,820 SF (INTERIOR ISLANDS AREA) / 39,609 SF (PARKING LOT AREA) = 0.122= PROPOSED INTERIOR ISLAND AREAPARKING LOT LANDSCAPE CALCULATIONSNOTES:1. TREE SIZE SHOWN ON PLAN VIEW IS ILLUSTRATIVE. SIZES ARE AS SHOWN IN PLANT SCHEDULE2. ALL PLANTING SHALL CONFORM WITH 165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTINGPROCEDURE, AND MAINTENANCE).3. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT.4. TREES AND SHRUBS SHALL NOT BE PLANTED WITHIN FCSA EASEMENTS6. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SEED COMPANY.7. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.8. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL COMPACTED AREAS AT LEAST 6" IN DEPTH TO LOOSENTHE COMPACTED SOILS AND ADD AMENDMENTSNOTES:1. AT PLANTING PRUNE ONLY BROKEN ORDEAD BRANCHES PER ANSI 300 STANDARD2. PLANTING PIT/TRENCH SHALL BE DUGDEEP ENOUGH TO ALLOW AT LEAST 1/8THOF ROOT BALL TO SET ABOVE EXISTINGGRADE3. PLACE PLANT IN ERECT, STABLE &UNIFORM POSITION IN THE CENTER OF THEPLANTING PIT/TRENCH. ORIENT BEST FACEOF PLANT TO BE THE MOST VISIBLE.4. BACKFILL SOIL MIXTURE: 34 EXISTING SOILCLEANED OF DEBRIS (GRAVEL, STICKS,ROCKS, TRASH) AND MIXED WITH 14 ORGANICMATERIAL (COMPOSTED BARK, LEAF MOLDOR OTHER PLANT DEBRIS PROCESSED TOA POINT OF DECAY. PEAT MOSS MAY NOTBE USED.)5. CONTRACTOR SHALL LEGALLY REMOVEEXCESS SOIL & DEBRIS FROM SITE6. DO NOT PLACE MULCH IN CONTACT WITHSTEM OF SHRUBS**ALL PLANTS MUST BE WATERED TWICE:ONCE AT INSTALLATION & AGAIN WITHIN48-HOURS OF INSTALLATION.BACKFILL SOIL MIXTURE (TYP.)FINISHED GRADEPLACE TOP 18 OF ROOT BALLABOVE FINISHED GRADE (TYP)3" LAYER OF MULCH , NO MORETHAN 1" OVER ROOT BALL2-3 X'S WIDTH OFROOT BALL (TYP)SHRUB PLANTING DETAILNOT TO SCALEFOR B&B :REMOVE TWINE, ROPE, WIRE, &BURLAP FROM TOP 23 OF ROOTBALL FOR CONTAINER LOOSENTHE ROOT BALL OF ANY ROOTBOUND PLANTSUNDISTURBEDSUBGRADE ORCOMPACTED BACKFILLSOIL MIXTURENOTES:1. STAKING AND GUYING MAY BE ONLYIMPLEMENTED WHERE SITE CONDITIONSREQUIRE THEIR USE. CONDITIONS WHERESTAKING AND GUYING MAY BE NECESSARY TOENSURE STABILITY INCLUDE WINDYLOCATIONS, STEEP SLOPES, OR WHEREVANDALISM MAY BE OF CONCERN.2. STAKES OR GUYS WILL BE INSTALLED USINGCURRENTLY ACCEPTED ARBORICULTUREPRACTICES. TREES SHALL STAND LEVEL /UPRIGHT AFTER STAKING.3. INSTALLATION WILL INCLUDE THE REMOVALOF ALL STAKING AND GUYING MATERIAL ONEYEAR AFTER INSTALLATION. ANY HOLESREMAINING AFTER REMOVAL OF STAKESSHALL BE FILLED WITH TOPSOIL.4. REFER TO DETAILS FOR TREE PLANTINGINFORMATIONDECIDUOUS TREE STAKINGNOT TO SCALEPLAN VIEW(2) 2" X 2" X 8' LODGE POLE PINE OR HARDWOODSTAKES SET OUTSIDE ROOT BALL. STAKELOCATION SHALL NOT INTERFERE WITHPERMANENT BRANCHES.32" LONG NON-ABRASIVE RUBBER TIES, LOOPEDAROUND THE TREE, THROUGH EACH OTHER,TWISTED AND SECURED TO THE STAKES IN AMANNER WHICH PERMITS TREE MOVEMENT ANDSUPPORTS THE TREE IN ADVERSE CONDITIONS5' MIN.LODGE POLE PINE ORHARDWOOD STAKESNON-ABRASIVE TREE TIESPREVAILING WINDDIRECTIONNOTES:1. AT PLANTING PRUNE ONLY CROSSING LIMBS,BROKEN OR DEAD BRANCHES THAT POSE A HAZARDTO SITE USERS PER ANSI STANDARD A 300. DO NOTPRUNE INTO OLD WOOD ON EVERGREENS.2. CONTRACTOR SHALL MAXIMIZE EXCAVATED AREAFOR TREE PIT WITHOUT ADVERSELY IMPACTINGADJACENT SITE FEATURES.3. BACKFILL SOIL MIXTURE: 34 EXISTING SOILCLEANED OF DEBRIS (GRAVEL, STICKS, ROCKS,AND MIXED WITH 14 ORGANIC MATERIAL(COMPOSTED BARK, LEAF MOLD OR OTHERPLANT DEBRIS PROCESSED TO A POINT OFPEAT MOSS MAY NOT BE USED.)4. CONTRACTOR SHALL LEGALLY REMOVEEXCESS SOIL & DEBRIS FROM SITE5. DO NOT PLACE MULCH IN CONTACT WITHSTEM OF TREE. MULCH MUST BE 6" AWAY FROMTREE TRUNK6. TRUNK FLARE MUST BE VISIBLE WHEN PLANTED7. IF TREE STAKING REQUIRED REFER TO TREESTAKING DETAILS.**ALL PLANTS MUST BE WATERED TWICE: ONCEAT INSTALLATION & AGAIN WITHIN 48-HOURSOF INSTALLATION.ROUGHEN / LOOSEN SOIL ONSIDES OF PLANTING HOLE.BACKFILL SOIL MIXTURE FORENTIRE TREE PIT AREA & ROOTBALL DEPTH FIRM SOIL IN 8" LIFTSPRUNE DOMINANTLEADERS3" MULCH NO MORETHAN 1" ON ROOTBALL & 6" BACK FROMTREE TRUNKCENTER TREE IN PIT & SET TOP OFROOT BALL 2" ABOVE ADJACENTGRADE. TRUNK FLARE SHALL BEVISIBLE AT THE TOP OF THE ROOTBALL. DO NOT COVER TOP OFROOT BALL WITH SOIL.4" HIGH X 8" WIDE SOILBERM BEGINNING ATPERIPHERY OFROOT BALL.BOTTOM OF ROOT BALLRESTS ON EXISTING ORRECOMPACTED SOIL.MIN. WIDTH OF TREE PIT2 X'S ROOT BALL DIAMETERREMOVE TWINE, ROPE,WIRE, & BURLAP FROMTOP 23 OF ROOT BALLPRIOR TO MULCHING TAMP SOILFIRMLY AROUND ROOT BALLWITH FOOT PRESSURE IN 6"LIFTS SO THAT ROOT BALL DOESNOT SHIFT.UNDISTURBED SUBGRADEORIGINAL GRADEFINISHED GRADETREE PLANTING DETAILNOT TO SCALEPRIOR TO MULCHING, LIGHTLYTAMP SOIL AROUND THE ROOTBALL IN 6" LIFTS TO BRACE SHRUB.DO NOT OVER COMPACT.SECTION VIEWROOT BALL RESTS ON EXISTINGOR RECOMPACTED SOIL4" HIGH X 8" WIDE SOIL BERMBEGINNING AT PERIPHERY OFROOT BALL.GENERAL CONDITIONS - COUNTY CODE COMPLIANT LANDSCAPE PLANSCOPE OF WORKTHE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALLLANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANTLIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IFTHERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKESPRECEDENCE.STANDARDSA. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERYSTOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST BESELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANTINSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.B. BALLED AND BURLAPPED (B&B)1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERESHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKEPRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE GROUND LEVEL (UP TO ANDINCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNKTREES, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER.C. CONTAINER - GROWN STOCK1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT.CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THE ROOT SYSTEMOF CONTAINER-GROWN PLANTS SHALL BE WELL DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THECONTAINER.2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BETREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SOCIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINERGROWN TREES & SHRUBS IN THIS SECTION.3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THELANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK.A. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION.B. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.C. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOT BALL COVERED BY MULCH AND KEPTMOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL.SUBSTITUTIONS: PRE-BIDIT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THEPLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONSTO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THELANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BESUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLANPLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.SUBSTITUTIONS: POST-BIDIT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACTMATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'SREPRESENTATIVE.UTILITIES AND UNDERGROUND FEATURESTHE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR INADVANCE OF CONSTRUCTION TO LOCATE UTILITIES.TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTSIF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT / DESIGNER SHALL BERESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATINGAFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOWOBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPECONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTSSHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT ANEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT / DESIGNER TOACCOMMODATE THE POOR DRAINAGE.WARRANTYTHE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCINGON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE ENDOF THE GUARANTEE PERIOD. ANY MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD ANDMUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIEDBACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING PERIOD.REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISENEGOTIATED.INSPECTION1. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE ATTHE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TOQUALITY, SIZE AND VARIETY.2. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'SREPRESENTATIVE.3. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPONREQUEST.European LindenTilia x europaeaSugar MapleAcer saccharumJapanese ZelkovaZelkova serrata2" cal B&B2" cal B&B3' ht. 90118Ilex X meserveae 'Mesdob'China Boy Holly12/11/2023 -0+500+000+501+001+5062563063564064565065562563063564064565065581.97' - 15" ADS N-12 @3.00%122A122C0+00.00 = DI-3B - 6' INV OUT = 634.71 INV IN = 634.91 (15") INV IN = 634.96 (15") INV IN = 634.91 (15") 0+81.97 = DI-2B - 6' INV OUT = 637.37 -0+500+000+501+001+50625630635640645650655625630635640645650655114.27' - 15" ADS N-12 @2.00%122A122D0+00.00 = DI-3B - 6' INV OUT = 634.71 INV IN = 634.96 (15") INV IN = 634.91 (15") INV IN = 634.91 (15") 1+14.27 = DI-1 INV OUT = 637.25 GAS XINGAPPROX. LOCATION OF EX.GAS LINE. CONTRACTOR TOFIELD VERIFY LOCATION ANDRELOCATE AS NECESSARY0+61.36 EX. SAN XING EX GRADEPROP GRADEHGLSTORM 122A-122CH: 1"=50'V: 1"=5'STORM 122A-122CH: 1"=50'V: 1"=5'STORM 120-122BH: 1"=50'V: 1"=5'EX GRADEPROP GRADEINV = 616.18 (18")620620615615TOP = 642.61 TOP = 645.08 TOP = 642.61 TOP = 641.00-1+00-0+500+000+501+001+502+002+503+003+504+0061562062563063564064565061562062563063564064565018' - 24"ADS N-12 @ 0.50%133' - 24" ADS N-12 @ 0.61%53' - 15"ADS N-12 @ 2.00%50' - 15"ADS N-12 @ 2.00%120121122122A122B0+00.00 = EW-1 (24) OUTLETINV OUT = 631.000+18.41 = MH1INV OUT = 631.09INV IN = 632.09AND REPLACE WITH DI-1 TOPEX INV OUT = 632.91(24")EX INV IN = 633.01 (24")PROP. INV IN = 633.66 (15")2+03.96 = DI-3B - 6' (SAG)INV OUT = 634.71INV IN = 634.91(15")INV IN = 634.91 (15")INV IN = 634.96 (15")2+54.13 = DI-3B - 6' (SAG)INV OUT = 635.92 TOP = 639.00PROP. TOP = 641.50TOP = 642.61TOP = 642.9510YRWSE =634.93EX GRADEPROP GRADEHGLEX MH TO BE REMOVED 655655EX TOP = 642.50 -1+00-0+500+000+501+001+502+002+503+003+5062062563063564064565065562062563063564064565065568' - 18"ADS N-12 @ 1.00%91' - 15" ADS N-12 @ 1.00%82' - 15" ADS N-12 @ 1.00%2802812822830+00.00 = EW-1 (18) INV OUT = 635.00 0+67.95 =DI-3B - 6' (SAG) INV OUT = 635.68 INV IN = 635.93 1+58.46 = DI-3B - 6' INV OUT = 636.83 INV IN = 637.08 2+40.47 = DI-1 INV OUT = 637.90 TOP = 637.50 TOP = 643.05 TOP = 644.31 TOP = 643.00STORM 280-283H: 1"=50'V: 1"=5'10 YR HGL10YR WSE= 634.9318"MIN.WL XING EX GRADEPROP GRADECL 1 RIPRAP615615620620615615151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-2322STORM SEWER PROFILES & COMPUTATIONSRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTERV: 1" = 5'H: 1" = 50'SCALE: 1" = 5' 5 2.5 0 5 10SCALE: 1" = 50'5025050100STRUCTURE NOTES:·ALL VDOT STANDARD STRUCTURES AND RISER STRUCTURES TOHAVE SAFETY SLABS PER VDOT SL-1.12/11/2023 635640645650655635640645650655WATERLINE "B"H: 1"=50'V: 1"=5'9+5010+0010+5011+0011+5012+0012+5013+0013+506306308" DIP CL-5210+00 = 8X8 TEE W/L "A", 3-8" G.V. 4' MINCOVEREX GRADEPROPGRADE11+30.18 = 8X6 TEE, 1-6" G.V., FH ASSEMBLY 11+59.17 = 2" TAPING SLEEVE W/L "C", 1-2" G.V. 12+84.03 = 1 - 22.5° BEND 12+46.00 = 1 - 45° BEND 12+88.36 = CONNECT TO EX. 8" STUB 635640645650655635640645650655EX. RIM = 643.46630 630625625620620615615610610EXMH-1366056059+5010+0010+5011+0065' - 6"SDR 35 /26 @ 4 .0% EX. INV OUT = 615.66 (18") EX. INV IN = 615.91 (18") 10+00.00 = EX. MH1 (INSIDE DROP) PROP. INV IN = 635.90 (6") 10+64.50 = BUILDING FACE INV OUT = 638.50 TOP = 645.00EX GRADEPROPOSED GRADE 24" STM XINGH: 1"=50'V: 1"=5'63564064565063564064565010+00 = 11+30.16 W/L "B" 8X6 MJ TEE, 6" MJ PLUG WITH 2" IPS THREADS, 12" LONG 2" BRASS NIPPLE 2" THREAD GV ASSY, AND 2" MIP ADAPTER 63063015" STM XINGWATERLINE "C"H: 1"=50'V: 1"=5'9+5010+0010+5011+00EX GRADEPROPGRADE4' MINCOVER10+55.46 = BUILDING 4' MINCOVERBLDG FACEFFE=745.15'CO-110+60.00 = PROP. CLEANOUT INV OUT = 638.32 BLDG SANITARY SEWER CO-1BLDG FACE PRIVATE OWNERSHIP 655655FFE=644.89'SHED10+44.46 = 1-2" BALL VALVE ASSSY FW OWNERSHIP7+508+008+509+009+5010+0064064565010+5011+0011+5012+0012+50640645650℄ ENTRANCE #1655 655660660200' STOPPINGSIGHT LINE200' STOPPINGSIGHT LINE3.5' EYE HGT. 3.5' OBJ. HGT. 3.5'OBJ. HGT.ENTRANCE-1 & GRANITE RIDGE DRIVESTOPPING SIGHT DISTANCE7+508+008+509+009+5010+0064064565065510+5011+0011+5012+0012+50640645650655℄ ENTRANCE #2 3.5' OBJ. HGT. 3.5'OBJ. HGT. 3.5' EYE HGT.200' STOPPINGSIGHT LINE200' STOPPINGSIGHT LINEENTRANCE-2 & GRANITE RIDGE DRIVESTOPPING SIGHT DISTANCE18" MIN.CLEAR18" MIN.CLEAR2" - CL-200(CTS) PET11+80.69 = 8X6 REDUCER,1-6" G.V., FH ASSEMBLY635 64064565065563564064565065510+07.20 CONNECT TO EX. STUB W/ 45° ELBOW 4' MINCOVEREX GRADEPROPGRADE8" DIP CL-52WATERLINE "A"H: 1"=50'V: 1"=5'9+5010+0010+5011+0011+5012+0063063010+22.53 = 1 - 45° BEND10+67.69 = 8X8 TEE W/L "B", 3-8" G.V. 11+12.29 = 1 - 45° BEND10+00 = EX. 12X8 CROSS W/ G.V. 10+45.46 = END FW ESMT625 625620620151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-2323SANITARY SEWER, WATERLINE, AND STOPPING SIGHT DISTANCE PROFILESRev. No.DateSTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTERV: 1" = 5'H: 1" = 50'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" = 50'502505010012/11/2023 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23N/A24SITE DETAILS STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER RTC 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 LINEPLAN VIEW9" 12"2'6" 6' 12'-0" SLOPE 1% MIN.DUMPSTERCONCRETE PAD12'-0"BOARD ON BOARD ENCLOSURE2. FINISHED SIDE OF FENCE SHALL FACEADJOINING PROPERTY, IF APPLICABLE.1. PRESERVATIVE STAIN ON ALL WOOD.COLOR TO MATCH THAT OF BLDG.NOTES:3.5"1.25"3.5"1 3/4"4"X4"X8' POSTS2"X4"X4' BEAMS, TOE NAIL TO POSTCOMPACTED GRAVEL4'-0"1"X4"X4'-8" SLATS, 2-FINISH NAIL ATTOP AND BOTTOM6" 3" 3'-0"6'-0" 4" 8" 5'-8" 8"HOLE FOR GATE LATCH(TYP)DUMPSTER ENCLOSURE DETAILNOT TO SCALE1/2"x 6" PRESSURECCA TREATED LUMBERFENCING (NAIL TO STUDS)4"x4"x6'-9" PRESSURECCA TREATED LUMBERSTUD (TYPICAL)COMPACT SUBGRADE TO 95%MAX. DENSITY AT THEOPTIMUM MOISTURE CONTENT±20% PER AASHTO T-996" VDOT CL. A-3 REINF. CONC.W/6x6-W 1.4x1.4 WWF ON6" BANK RUN GRAVEL (21 OR21A TYPE 1 MAT.)4'-0" LONG#4 BARW/90° BEND@ CENTER6x6-W 1.4x1.4WWF-CENTEREDDUMPSTER FENCE DETAILNOT TO SCALE8' MIN.18' OR 20'STRIPED AREAHANDICAPPEDSYMBOLSFC EP4.0' MIN.7.0' MAX.4" STEEL PIPE FILLED WITH CONCRETEDISPLAY CONDITIONS24"6"6"9"RESERVEDPARKING12"2'SIGN (SEE DETAIL)HANDICAPPED PARKINGN.T.S.04/15VER 1NOTE:RAMP FOR HANDICAPPED MUSTBE LOCATED AT SAME POINTADJACENT TO THE STRIPEDAISLE.LIGHT COLOREDREFLECTIVEBACKGROUNDMAT'L.DARK COLORED2" LETTERS & 3/8"BORDERINTERNATIONAL SYMBOLOF ACCESSIBILITYPENALTY$100.00-$500.00 FINETOW-AWAY ZONELIGHT COLORED 1" LETTERSDARK COLORED REFLECTIVEBACKGROUND MATERIALSIGN SHALL BE LOCATEDSUCH THAT IT WILL NOTBE OBSCURED BYVEHICLE PARKED INSPACE.8' VAN ACCESSIBLE SPACE5' FOR REGULAR SPACEWHEEL STOPNOTE: THIS IS A TYPICAL DETAIL.DUMPSTER SELECTED BY TENANT MAYDIFFER IN SIZE OR DIMENSIONS.DUMPSTER AND ENCLOSURE TO COMPLYWITH ZONING ORDINANCE §165-204.11(D)*SEE ARCHITECTURALPLAN FOR ROOF DRAINDETAILS. THIS DETAIL FORINSERTA TEE CONNECTIONONLY!12/11/2023 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23N/A25VDOT DETAILSRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER12/11/2023 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23N/A26VDOT DETAILSRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER12/11/2023 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23N/A27FREDERICK WATER DETAILS STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER 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 boxadaptor12/11/2023 5' CSE 5' CSE 5' CSE WM W M W M W M W M W MWW WWWM W M WWWWWWWWWWWWWWWWW W WARVHEIRLOOM WAYREC. CENTERPOOLPROP. PAINTEDCURB (TYP)PROP. HYDRANTW/ SIGN TYPE "D"PROP. HYDRANTW/ SIGN TYPE "D"SIGN TYPEMOD "D"SIGN TYPEMOD "D"SIGN TYPEMOD "D"15'15'30'2 4 '34'24'24'SNOWDEN BRIDGE BLVDVARIABLE WIDTH ROWGRANITE RIDGE DRIVE56' ROWWAG T A I L L A N E 5 3 ' ROW LAWFOR D W A Y 53' ROW GUARD SHACKAUTOMATICGATE FOR EXITOUTSIDE LANEAUTOMATIC GATE FORRESIDENTS (NO KEYPAD)INSIDE LANE KEY PAD FORGUESTS (STOP AT GUARDSHACK)SECTION AA-1ABASED ON A SEPARATEAPPROVED PLANSNOWDEN BRIDGE BLVDBASED ON A SEPARATEPLAN UNDER REVIEWSECTION AA-1ABASED ON A SEPARATEAPPROVED PLAN24' 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-231" = 30'28LIFE SAFETY PLAN STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER*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.ALL LOCKING DEVICE SPECIFICATIONS SHALL BE SUBMITTED FOR APPROVAL BY THEFIRE CODE OFFICIAL3.MAIN ENTRANCE GATE PROPOSED WITH SECTION AA-1A UNDER SEPARATE APPROVEDPLAN (SHOWN IN GRAY FOR REFERENCE)12/11/2023 29PROFFER COMPLIANCE SHEET STEPHENSON VILLAGE II ACTIVE ADULT REC CENTERN/ASTONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM2760B23-0131151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-23Rev. No.Date12/11/2023 0.60.30.50.10.20.40.50.20.20.20.30.50.50.30.20.20.10.80.70.50.30.10.11.11.00.70.50.30.10.12.31.20.70.50.20.10.01.11.51.00.80.40.20.10.80.80.70.60.30.10.60.60.50.30.10.30.40.40.30.20.10.10.20.20.20.10.00.10.10.10.10.10.10.10.10.10.10.10.00.30.30.20.20.10.10.40.60.50.40.8STREETLIGHT125125AWAGTA I L LAN E GRANITE RIDGE DRIVEGRANITE RIDGE DRIVEHEIRLOOM WAYSNOWDEN BRIDGE BLVD0.10.10.10.10.10.20.20.10.10.10.10.30.40.40.30.10.10.00.30.50.60.60.50.30.20.10.00.80.80.60.30.10.00.01.00.80.40.20.10.01.30.70.50.30.10.11.00.70.60.30.10.10.70.60.50.20.10.10.40.40.30.10.10.00.20.20.10.20.20.40.70.60.40.30.10.20.50.70.81.41.81.20.80.60.30.10.20.40.60.70.80.90.80.70.60.30.10.20.40.50.70.70.60.50.40.10.10.20.20.30.30.30.30.00.10.10.10.10.10.00.00.00.00.00.0STREETLIGHTSTREETLIGHT(SEC AA-1A)STREET LIGHT(SEC AA-1A)0.81.00.70.91.72.01.20.20.50.80.91.21.31.10.90.50.91.01.31.51.31.00.50.81.01.21.31.20.90.50.80.91.31.91.60.90.70.60.81.10.80.70.40.50.30.10.40.50.60.60.60.40.10.20.50.70.81.00.00.50.00.00.10.20.50.70.91.81.50.80.50.00.00.00.10.20.40.60.81.11.30.80.70.00.00.00.00.10.10.20.40.70.80.70.70.60.40.00.00.00.00.00.10.20.30.40.50.60.50.30.20.00.00.00.00.00.00.10.10.20.30.30.30.30.40.00.00.00.00.00.00.10.10.10.20.30.50.60.60.00.00.00.00.00.00.10.10.20.40.60.70.80.70.00.00.00.00.00.00.00.10.20.50.81.01.20.70.00.00.00.00.00.00.10.30.60.91.51.60.40.50.00.00.00.00.00.00.10.30.60.81.40.90.30.00.00.00.00.10.10.30.60.70.80.00.00.00.00.10.10.20.50.60.70.00.00.00.00.10.10.20.30.40.00.00.00.10.10.00.20.10.30.40.40.50.60.50.50.70.90.80.60.21.01.50.80.60.50.91.81.30.80.50.60.81.00.80.80.30.50.70.70.60.40.10.20.40.50.50.40.20.10.20.20.20.30.30.20.10.10.50.50.30.20.20.10.10.10.80.70.50.30.10.10.11.11.00.70.50.30.10.12.31.20.70.50.20.10.01.11.51.00.80.40.20.10.80.80.70.60.30.10.60.60.50.30.10.30.40.40.30.20.10.10.20.20.20.10.00.10.10.10.10.10.10.10.10.10.10.10.00.30.30.20.20.10.10.00.40.60.50.40.20.10.40.60.80.70.50.30.10.51.01.10.70.50.30.11.50.81.20.80.60.30.10.10.80.80.70.40.20.10.10.10.10.00.50.70.60.50.30.20.10.10.10.10.10.40.50.50.40.30.20.20.20.30.30.20.10.10.20.30.30.30.40.50.60.60.50.40.20.10.10.10.20.30.50.70.70.80.80.70.60.30.10.20.50.70.90.91.01.21.00.80.50.10.00.10.30.50.81.11.41.21.91.60.90.60.20.10.00.00.10.20.50.81.42.10.11.31.91.00.70.30.10.10.00.10.20.50.81.32.21.31.31.30.90.60.40.20.10.00.00.10.30.80.91.21.10.90.90.70.60.30.10.10.00.10.20.50.70.80.90.70.70.50.30.20.10.10.00.10.30.50.60.60.50.40.20.10.10.10.00.10.20.20.30.20.20.10.10.10.00.00.00.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0STREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHTSTREETLIGHTLuminaire ScheduleSymbolQtyLabelArrangement7E350LED-16L45T4-MDL10-FLSINGLE1E350 180 DOULBE ARMGROUPCalculation SummaryCalcTypeUnitsAvgIlluminanceFc0.98IlluminanceFc0.31IlluminanceFc0.43151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-231" = 30'32PHOTOMETRIC PLANRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER PROPOSED STREETLIGHTTYPICAL PHOTOMETRIC PATTERN603001530SCALE: 1" = 30'603001530SCALE: 1" = 30'NOTES: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 ENGINEER12/11/2023 GRANITE RIDGE DRIVE56' ROWSPEED LIMIT = 25 MPHSTOPSIGNSTOPSIGNSTOPSIGN1' MILL ANDOVERLAY1' MILL ANDOVERLAYCROSSWALKCROSSWALKSEE ARCHITECTURALPLANS FOR CONCRETEPATIO AND POOL AREADESIGNCONCRETE PERDUMPSTER PADDETAIL5' WIDE CONCRETESIDEWALK5' WIDE CONCRETESIDEWALK151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSP NUMBER: #49-231" = 30'31STRIPING AND PAVEMENT PLANRev. No.Date STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA08/21/2023TTC/JMM23-01312760BSTEPHENSON VILLAGE II ACTIVE ADULT REC CENTER603001530SCALE: 1" = 30'PAVEMENT MARKING LEGENDSTOP BAR (SOLID) - WHITE, TYPE B, CLASS I MARKINGS, 24"WIDECROSSWALK LINES - WHITE, TYPE B, CLASS I MARKINGS, 6"WIDTH SOLID WHITE TRANSVERSE LINES PLACED PARALLEL TOONCOMING TRAFFIC.CHANNELIZING LANE LINES (SOLID) - WHITE, TYPE B, CLASS IMARKINGS, 6" WIDE, LENGTH AS SHOWN ON PLANABCSQUARE 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.SIGNING AND PAVEMENT MARKING NOTES1. ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THEMOST 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 TOAVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS, AND TOCOMPLY WITH STANDARDS REFERENCED IN NOTE #1.4. FOR COLOR COMBINATIONS AND/OR LETTERING SIZE, REFER TO THE VIRGINIASUPPLEMENT TO THE MUTCD.5. ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH PROPOSED PAVEMENTMARKINGS SHALL BE COMPLETELY ERADICATED.6. LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL BE MODIFIED INTHE FIELD TO INSURE THAT PROPOSED PAVEMENT MARKINGS CONTINUE UNTIL EXISTINGPAVEMENT MARKINGS CAN BE MATCHED.SIGNING AND PAVEMENT MARKING NOTESCONCRETE SIDEWALKN.T.S.11/11/15VER 1-2%4" 4000 PSI VDOT A3 CONCRETE4" SUBBASE (21-A STONE)WIDTH VARIESSEE SITE PLANCOMPACTEDSUBGRADE(COMPACTED TO 95%DENSITY AT OPTIMUMMOISTURE CONTENTVDOT VTM-1 METHOD)6x6 WWMW2.9/2.9PARKING LOTNOT TO SCALETYPICAL PAVEMENT SECTION6.0" SUBBASE VDOT STD. 21B1.5" SM-12.5A SURFACE COURSEVDOT VTM-1 METHOD)AT OPTIMUM MOISTURE CONTENT(COMPACTED TO 95% DENSITYCOMPACTED SUBGRADEOF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.2" IM-19.0A INTERMEDIATE COURSE12/11/2023