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Home My WebLink About28-24 Site Plan1COVER SHEET N/AGOLF CART AND STAFF PARKINGSITE DEVELOPMENT PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VASP# 28-24VICINITY MAPSCALE: 1" = 1000'OWNERWESTMINSTER-CANTERBURY OF WINCHESTER, INC.300 WESTMINSTER CANTERBURY DRIVE 22603WINCHESTER, VA(540) 665-5939DEVELOPERWESTMINSTER-CANTERBURY OF WINCHESTER, INC.300 WESTMINSTER CANTERBURY DRIVE 22603WINCHESTER, VA(540) 665-5939GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA08/05/2024KASSP# 28-24272039Plan RevisionsRev. NoRev. DateComment0109-10-2024Addressed Frederick Water Comments0210-01-2024Addressed Frederick County Planning CommentsDATEAPPROVALZONING ADMINISTRATOR* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVALSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I QUALITY CONTROL TESTING & INSPECTIONS Gas:Washington GasP.O. Box 2400Winchester, VA 22604(540) 869-1111Water/Sewer:Frederick WaterP.O. Box 1877Winchester, VA. 22604(540) 868-1061Power:UTILITY 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.VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Communications:Comcast Comunications195 Rainville RoadWinchester, VA 22602(540) 504-0942Shenandoah Valley Electric Coop3463 Valley PikeWinchester, VA 22602(540) 450-2051151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV FND 1971 E N G I N E E R I N GRev. No.Date N/A2GENERAL NOTES AND LEGENDRev. No.Date0210-01-2024GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA08/05/2024KASSP# 28-24272039SHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVLEGENDPROPOSED 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 INFORMATION§FIRE MARSHAL'S NOTEGENERAL PLAN AND CONSTRUCTION NOTESVDOT GENERAL NOTESFire lane markings and signage:Any "No Parking" signs and yellow painted curb locations will be installedby field inspection at the direction of the Fire Marshal's Office.FREDERICK WATER PROJECT INFORMATIONWATER AND SANITARY SEWER USAGEWATER DEMAND X,XXX GPD- N/ASANITARY SEWER DISCHARGE X,XXX GPD-N/APARKING LOT ADDITON. NO NEW DEMAND.Calculation of demand/dischargeWATER DEMAND*Residnetial: 235 gpd per connection*Commercial: 75 gpd per 1,000 sf*Industrial: 25 gpd @ 10 persons per acreSEWER DISCHARGESewer discharge equals water demandV1. 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 specifiedotherwise. 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.V27.The contractor/developer and subcontractors will be required to submit detailed Maintenance of Traffic plans for the work tobe pursued throughout the life of the project for review and consideration of approval by the VDOT Engineer. Additional MOTplans may be required that combine or require revisions to the existing TTC's in the latest edition of the Virginia Work AreaProtection Manual. The VDOT Engineer shall be afforded at least 14 days to review MOT submittals for consideration ofapproval.GENERAL1.Greenway Engineering, Inc. (GE) has issued this plan set based on project criteria dictated by the client and municipal codes.This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval ANDthis plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/orconstruction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work.GE shall be held harmless from all costs, time delays and/or material changes incurred on any work that is preformed prior tothis plan set being approved and sealed.2.The approval of these plans in no way relieves the Developer, Contractor, Subcontractor, or any of their agents of any legalresponsibility which may be required by the code of Virginia or any County enacted local ordinance, nor does it guarantee theissuance of any required permits by the County, State, VDOT or any other governing Agency.3.An approved set of plans as well as all applicable permits and required documents must be available at the construction site atall times during construction. A representative of the Developer must be available at all times.4.GE and/or the Engineer shall not not be responsible for or have control over or charge of construction means, methods,techniques, sequences or procedures, nor for safety precautions and programs in connection with any work shown on theseplans. GE and/or the Engineer is not responsible for any Contractor's schedules or failure to carry out the work. GE and/or theEngineer is not responsible for acts of omissions by the Contractor, Subcontractor, or their agents, employees, or any otherperson performing portions of the work.5.Methods and materials used in the construction of the improvements herein shall conform to current County ConstructionStandards and Specifications and/or current VDOT Standards and Specifications. Should a conflict between designspecifications and these plans occur the most stringent requirement shall apply.6.The Developer and/or Contractor shall be responsible for constructing the site in accordance with the approved plans andconstruction documents and the scope of work shall conform with grades, depths, dimensions, ect. shown hereon.7.All known cemetery and/or gravesite locations have been identified on these plans. Any cemetery or gravesite shown on theseplans shall be marked and protected in accordance with state law. The developer or contractor shall be responsible formarking, installing protecting and maintaining protection of any known sites during construction and in the event that anyunknown gravesites is discovered during construction, the Owner and Engineer must be notified immediately and adequateprotection from construction shall be installed immediately.PERMITS AND INSPECTIONS1.The Developer or his agent shall be responsible for obtaining all required permits from the appropriate State and/or localagencies and to comply with their requirements and all applicable National, State and Local laws and shall be responsible forobtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp ofEngineers for any plan wetland disturbance as may be shown on these plans. They shall also be responsible the identificationand delineation of any wetlands that may be present on the construction site.2.Prior to the initiation of any land disturbing activities the Responsible Land Disturber, Developer, or the Contractor shall obtaina Land Disturbance Permit from the Frederick County Public Works Department and shall be responsible for filing a VirginiaStormwater Management Program (VSMP) registration statement for the construction site as required by law . They shall alsobe responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of theseplans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment ControlHandbook.3.Upon completion of all construction activities and permanent site stabilization, the Developer shall submit to Frederick CountyPublic Works Department a DEQ Notice of Termination form, a copy of the sites construction inspection log book, an engineercertified red-lined as-built of the approved plans with computations for all permanent stormwater management facilities, waterquality, and stormwater conveyance systems, a recorded copy of the required BMP Maintenance Agreement (if needed) , anyVSMP Permit maintenance fees (if required), and a written request to Frederick County Planning for bond release. TheDeveloper shall also schedule a Final on site inspection with Frederick County Public Works Department.4.The Contractor, Owner or Developer must obtain a VDOT Land Use Permit (Entrance) from the Office of the Resident Engineer,Virginia Department of Transportation (VDOT) and provide to Frederick County prior to any construction activities within existingState right-of-way.5.The Contractor, Owner or Developer shall be responsible for scheduling all required State and local inspections and for thesecuring of any third party inspection/testing service to insure construction compliance with these plans and specifications andshall keep and maintain a site inspection log book. It is Greenway Engineering's recommendation that a third partyinspection/testing service be employed to ensure that project is compliant and that materials installed meet the details andspecifications in these plans.6.Any retaining wall 2 ft. or greater in height shall designed by a Structural Engineer require the issuance of a separate buildingpermit.7.Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the signand may require a separate building permit.UTILITIES1.The location of existing utilities shown in these plans are taken from existing available records and may not be representative ofexact locations. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilitiesas needed prior to construction. The contractor shall be responsible for the digging of all test holes that may be required,whether recommended or not by these plans, to determine the exact location and elevation of existing utilities. If any conflictsarising from this existing utility verification or if during the course of construction, any object of an unusual nature isencountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible orliable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements ifnot notified of any discrepancies between actual field conditions and the approved plan.2.The developer will be responsible for the relocation of any existing utilities which may be required as a result of his project. Anyrequired relocation of existing utilities should be completed prior to construction.3.The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans andadvise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible forhonoring these plans and the finished grades in the installation of their utility lines.4.All proposed utilities to be located underground.5.The Developer and/or Contractor shall notify operators who maintain underground utility lines in the area of proposedexcavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ofexcavation or demolition.6.The developer shall be responsible for notifying Frederick Water and all other appropriate utility companies prior to constructionof water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cutsheets, and connections to existing lines.7.All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards andspecifications of Frederick Water.8.When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided tothe Frederick County Public Works Department prior to issuance of grading and/or site development permits.9.The developer shall be responsible for any damage to the existing streets and/or utilities which may occur as a result ofconstruction within or contiguous to an existing right-of-way or utility.10.All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon.Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upondeveloped structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignmentsbase on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changescaused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval atcontractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will beresponsible for any redesign as a result of structural shop drawing design.11.All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility, structuralbase design, electrical design, photometrics and or other lighting information shown hereon is as specified by others and isincluded for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. GreenwayEngineering has not performed any lighting and/or dry utility design and does not warrant and is not responsible for the degreeand/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. Any changes to the lightingdesign, once the plan is approved, shall be approved by the County prior to installation.SITEWORK1.Refer to the Geotechnical Engineer Report for methods, materials and details for construction of all earthwork activities.2.All vegetation, root material, topsoil, and any other unsuitable material shall be removed from the construction limits of the sitebefore removal or placing of fill material. Earthwork clearing shall extend a minimum of 10' beyond all building and pavementlimits with an additional 1 foot of clearance for each foot of fill required.3.Controlled (Structural) fills shall be compacted to 95% of maximum dry density as determined by method "A" per standardproctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable (Non-structural fills 85% to 90%). Structural fills shall extend aminimum of 5' beyond the limits of all foundation elements at bearing elevation. Density shall be certified by a registeredprofessional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report hasbeen prepared, it should supersede the requirements in this note. No visual pumping, no rocks larger than 6-inches. Materialsclassified as OL, OH, MH or PT are not suitable for use as structural fill. All fill should be placed on stable subgrades. Fill shouldnot be placed on surfaces that are muddy or frozen, or have not been approved by testing and/or proof-rolling. All fill materialcompacted by heavy compaction equipment should be placed in maximum 10-inch loose lifts. All fill material compacted byhand-operated tampers or light compaction equipment should be placed in maximum 4-inch loose lifts. Fill placed on slopingground should be properly benched into residual soils such that a smooth interface will not be present. Fill material placedbelow and extending 10 feet beyond the foundations for the structure should be compacted to at least 98% of maximum drydensity as determined by the Standard Proctor Test Method (ASTM-D698).4.All fills greater than 2 feet shall require compaction testing.5.All fills with slopes steeper than 3:1 or more than 10 feet in height shall require a Slope Stability Analysis.6.All fill embankments being constructed against slopes of existing embankments or hillsides; or across existing embankments,hillsides, and depressions at a skew angle of 30 degrees or more or slopes are steeper than 4:1 shall be benched in a series ofhorizontal cuts beginning at the intersection with original ground and continuing at each vertical intersection with the previouscut. Material removed during benching shall be placed and compacted as embankment material. For existing slopes steeperthan 4:1 but less than 1 12:1, the bench shall be a minimum of 6 feet wide. For existing slopes steeper than 1 12:1 but less than12:1, the bench shall be a minimum of 4 feet wide.7.All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary designonly. Final pavement design shall be based upon actual CBR values. The Contractor or Developer shall be responsible for fieldtests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOTand/or the Owner/Developer, which ever applicable, prior to installation. GE shall be held harmless from all costs, time delaysand/or material changes incurred on any work that is preformed prior to final pavement design approval.8.Concrete for pads and/or sidewalks shall be a minimum Class A3 or 3000 psi (with air) and shall be placed in accordance toACI practices or as otherwise specified per structural design. All concrete areas requiring a separate permit shall be designedby a registered professional structural engineer.9.The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering publicstreets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary toinsure that public streets are maintained in a clean, mud and dust free condition at all times.10.Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform TrafficControl Devices (MUTCD).11.The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be heldwith the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) todetermine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrailand paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Railand Paved Ditch Specifications.12.Any changes to the approved Landscape Plan shall be approved approved by the County prior to installation.13.All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6"diameter and conform to VDOT standard SB-1.14.Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacleshall be provided at the construction site.15.All excavations shall be benched according to OSHA regulations to permit safe entry.PERMANENT STORMWATER MANAGEMENT EMBANKMENTS1.Satisfactory fill materials for use in constructing permanent stormwater management facility embankments shall includematerials classified in ASTM D-2487 as GC, GM, SC, SM, CL, or MI groups. Soils must contain a minimum of 20% plus No. 200sieve and be "Well Graded" material, with no stones greater than 6 inches, mixed with the clay. A minimum of three samplesshall be classified.2.All fill areas shall be "Keyed In" and compacted in horizontal layers not to exceed a maximum loose lift of 8 inches thick. All fillshall be compacted with a sheepsfoot, rubber-tired or vibratory roller to a density of 100% of maximum dry density with amoisture content within +/- 2% of optimum per Standard Procter Test (ASTM D698) or the Modified Proctor Test (ASTM D1557)as director by the geotechnical engineer. Compaction test shall be performed at one test per 5,000 square feet on each layer.3.Principal spillway must be installed concurrently with fill placement and not excavated into the embankment. All fills besidepipes or structures shall be placed in horizontal layers not to exceed 4 inches in depth and shall be compacted by handtampers. Fill material shall completely fill all spaces under and beside pipes. Equipment should not be driven within 4 feet of anystructure part during backfilling operation and shall never be driven over until compacted fill has been placed to a depthspecified by the structural live load capacity of the structure or pipe.4.Embankments shall be constructed with a relatively impervious core and cutoff trench. Core material shall be classified as GC,SC, or CL. The cutoff trench shall be excavated in impervious material a minimum of depth and width of 4 feet with side slopesno steeper than 1:1 and located at or upstream of the embankment centerline. The impervious core shall extend up to the10-year water surface elevation (see engineering design). The surface of the embankment shall be covered with a minimum 6inches of clean topsoil and stabilized with grass.5.Stormwater management facility earthen embankments shall not be greater than 25' in height measured from the downstreamtoe of slope to the top of the embankment with embankment slopes no steeper than 2:1and a combined minimum upstream anddownstream slope of 5:1. The minimum top width of the embankment shall be 8' for embankments 14' or less in height and shallbe level.6.Any groundwater seepage encountered during cutoff trench construction shall be drained by means of a foundation drain to theoutside/ downstream toe of the embankment slope. Foundation drains shall be downstream and outside of the limits of thecutoff trench. The constructed foundation drain section shall be an excavated 2' x 2' trench backfilled with hand compacted #57stone wrapped in geotextile fabric.7.A geotechnical or construction inspector should be on site during embankment construction.8.All embankment construction, compaction testing, and construction inspections shall be the responsibility of the site contractor.CONSTRUCTION STAKE-OUT/ ASBUILTS1.All stake-out to be performed by GE. If the contractor does not utilize GE for stake-out then the contractor assumes all liabilityfor accuracy of construction.2.All cutsheet and grades are to be reviewed by Engineer of Record prior to issuance for construction.3.Asbuilts of the SWM system is required to verify conformance with the approved plans. Please contact GE when installation iscomplete.4.All stormwater collection, stormwater management and water quality features must be inspected by Engineer of Record duringconstruction. As-built certification, required to terminate VSMP permit and bond release with the County upon the completion ofthe project, must be completed by GE.TOPOGRAPHY1.Topography shown on this plan has been conducted per the VA Administrative code 18VAC10-20-382 and the minimumstandards and procedures set forth in chapter 4 (§ 54.1-400 et seq.) of Title 54.1 of the Code of Virginia. This plan shows thedesign assumptions utilizing these accuracy standards. Inverts and other elevations shown hereon must be field verified by thecontractor prior to construction. If a discrepancy is found, the contractor shall cease work in that area and immediately notifyGreenway Engineering. Greenway Engineering shall be held harmless for any discrepancies or conflicts if not notifiedimmediately.2.Contractor shall confirm all existing tie-in points of this project prior to the start of construction. GE shall be notified of anydiscrepancies between actual field conditions and the approved plan prior to the start of construction.USECLASS* TRIP RATETRIP GENERATION DATAUNITSVPD* TAKEN FROM ITE TRIP GENERATION 9TH EDITIONPHASE1. Frederick Water’s Water and Sewer Standards and Specifications are available at www.frederickwater.com2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.3. The contractor shall schedule a pre-construction meeting with the Frederick Water Inspector prior to commencing 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 of those facilities. Both inspections shall be scheduled by Contractor.4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.5. A new water (or forced sewer) main shall be connected to an existing main by a cut-in tee with accompanying valves.6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water’s inspector.a. Adjust Frederick Water facilities to grade as required by the Frederick Water Inspector.7. Frederick Water’s maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor’s responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed:a. The meter box, with its frame and cover, must be properly aligned with the yoke bar.b. The frame and cover shall be set to final grade.c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches.d. All components of the meter box assembly shall be in proper working order.8. For services that connect to existing lines: a. Frederick Water shall furnish and install: i. all ⅝”x¾”, ¾”, 1”, 1½” and 2” water servicesii. all sewer services. b. The owner/developer shall:i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water’s engineering assistant.ii. submit an Application for Service and pay the required fees.9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013.10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required.11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building’s: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line’s water meter and backflow prevention device.12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ’s Certificate to Operate and a copy of the station’s DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released.February 2021FREDERICK WATER CONSTRUCTION NOTESNO ADDITIONAL TRIPS WILL BE ADDEDPARKING LOT ADDITON. F R E D E R I C K C O U N T Y CI T Y O F W I N C H E S T E R SURVEY AND TOPOGRAPHIC INFORMATION2. Aerial, horizontal and vertical control surveys wereDated:3. Aerial topographic mapping performed by:1. Boundary survey was performed by:performed by:DateDated:Greenway Engineering10/17/202310/17/2023Greenway EngineeringTHW Design2005SHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV BOUNDARY SHEETRev. No.Date0109-10-2024GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAAS SHOWN308/05/2024KASSP# 28-24272039GOLF CART PARKING SHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV EXISTING CONDITIONS- STAFF PARKING GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VASTAFF PARKING408/05/2024KASSP# 28-242720391" = 20'Rev. No.Date LIMITS OFDISTURBANCE(TYP.)12" COMPOSTFILTER SOCK12" COMPOSTFILTER SOCKTO 12" CFS #2A=0.16 AC.TO 12" CFS #1A=0.20 AC.CFSTO 12" CFS #1A=0.02 AC.CFSMOVEABLE CFS. CONTRACTOR TOMOVE CFS TO GAIN ACCESS TO SITE.CONTRACTOR TO REPLACE CFS ATEND OF DAY OR BEFORE RAIN EVENT.LCGLCGNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS MAIN T E NANCEM0 1 M A I N T E N A N C EM0 1 5.5'24.0'TRAVERTINEWAYWG GGDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS EX. PROPERTY LINE%2.0%2.08388348308268368328288 2 4 822820 8288308328508408308408388368428448468488328348368388428448468528508608548568588408388368 3 4 8 4 0844844846848850852848854 832830860862860854856858852854856858858860854856LCGCFSDIVLCGCONTRACTOR TO STABILIZEAREA IMMEDIATELYTO 12" CFS DIV #1A=0.54 AC.TO 18" TEMPORARY SLOPE DRAINA=1.02 AC.TO 12" CFSDIV #3A=0.16 AC.TO 12" CFS #4A=0.01 AC.CFSDIVCFSDIVCFSDIVCFS814816CFSCFSCFSTO 8" CFS #6A=0.01 AC.431DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYSCE LCGLCGLCG818820822TO 12" CFS DIV #5A=0.38 AC.2SHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV E&S PHASE IRev. No.Date0210-01-2024GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAAS SHOWN508/05/2024KASSP# 28-24272039STAFF PARKINGGOLF CART PARKINGAREA OF CONCERN - CONTRACTOR TO INVESTIGATECONDITIONS FOR STABILITY AND CONSULT WITH AGEOTECHNICAL ENGINEER FOR STRUCTURAL FILLREQUIREMENTS SHOULD IT BE DETERMINED AREA IS UNSTABLEC-SCM-03 TEMPORARY GRAVELCONSTRUCTION ENTRANCESMART FENCE/SUPER SILT FENCEC-SCM-05 CULVERT INLET PROTECTIONC-SCM-07 ROCK CHECK DAMSC-PCM-04 SILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESC-ECM-15 OUTLET PROTECTION KEY SYMBOL DESCRIPTIONLCGOPCIPCFSSFCECDC-PCM-01 SAFETY FENCE/TREE PROTECTIONSAFPSC-SSM-10 PERMANENT SEEDINGIPC-SCM-04 STORM DRAININLET PROTECTIONB/MC-SSM-05 SOIL STABILIZATIONBLANKETS & MATTINGEROSION/SEDIMENT CONTROL LEGENDC-ECM-09 STORMWATERCONVEYANCE CHANNELSCCTSC-SSM-09 TEMPORARY SEEDINGSSFSMFC-PCM-05 COMPOST FILTER SOCKCFSDIVCOMPOST FILTER SOCK DIVERSIONNOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2).2.COMPOST FILTER SOCKS SHALL BE PLACED ON LEVEL CONTOUR AND ENDS PLACED UPSLOPETO PREVENT RUNOFF FROM BYPASSING.3.INSTATURF SHEARFORCE10 & SHEARFORCE12 WILL BE USED AS OUTLET PROTECTION.SEE DITCH CROSS-SECTIONS ON SHEET 15 AND DETAILS ON SHEET 8.4.ALL CFS AND CFS DIV ARE 12" UNLESS OTHERWISE SPECIFIED.5.IF NECESSARY, CONTRACTOR TO ADJUST COMPOST FILTER SOCK TO AVOID CLEARING TREES. GOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLY81812" COMPOSTFILTER SOCK12" COMPOSTFILTER SOCKTO 12" CFS #2A=0.16 AC.TO 12" CFS #1A=0.20 AC.CFSTO 12" CFS #1A=0.02 AC.CFSMOVEABLE CFS. CONTRACTOR TOMOVE CFS TO GAIN ACCESS TO SITE.CONTRACTOR TO REPLACE CFS ATEND OF DAY OR BEFORE RAIN EVENT.LCGLCGNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS M A IN T E N A N CEM0 1MAIN T ENANC EM0 1 STORAGEBUILDINGTRAVERTINEWAYWG GGDO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS EX. PROPERTY LINEDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS 4321DO NOT PO L L U TE DUCTILE I RO N NYLOP L AS T DRAINS TO W ATE R W AY S DO NOT POLL U T EDUCTILE I R ON NYLOP L AS T DRAINS TO W ATE R W AY S 567ONE-WAYONE-WAY%2.0%2.08388348308268368328288 2 4 8228 20 8288308328508408308408388368428448468488328348368388428448468528508608548568588408388368 3 4 8 4 0844844846848850852848854 832830860862860854856858852854856858858860854856"1""1""2""2"8228248188208188228148168148168188208228188208228168148148148128128228228188208168128168168128148208168188 1 8 8 2 0 822 8 1 6 8148268162:12:12:12:1 3:12:1LCGCFSDIVLCGLCGLCGCFSCFSDIVCFSDIVCFSDIVPSPSPSTO STR 4A=3.93 AC.C=0.51TO STR 2A=0.29 AC.C=0.47TO STR 3A=0.01 AC.C=0.30CFSCFSCFSBYPASS TOEX. CULVERTA=1.12 AC.C=0.61TO STR 7A=0.30 AC.C=0.28TO STR 6A=0.05 AC.C=0.26LCGLCGLCGLCGCESHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV E&S PHASE IIRev. No.Date0210-01-2024GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAAS SHOWN608/05/2024KASSP# 28-24272039STAFF PARKINGGOLF CART PARKINGAREA OF CONCERN - CONTRACTOR TO INVESTIGATECONDITIONS FOR STABILITY AND CONSULT WITH AGEOTECHNICAL ENGINEER FOR STRUCTURAL FILLREQUIREMENTS SHOULD IT BE DETERMINED AREA IS UNSTABLETEMPORARY GRAVELCONSTRUCTION ENTRANCECULVERT INLET PROTECTIONLIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTION3.083.053.183.02LCGOPCIPCFSCE3.32PSPERMANENT SEEDINGIPSTORM DRAININLET PROTECTION3.07EROSION/SEDIMENT CONTROL LEGENDCOMPOST FILTER SOCKCFSDIVCOMPOST FILTER SOCK DIVERSIONNOTES:1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2).2.COMPOST FILTER SOCKS SHALL BE PLACED ON LEVEL CONTOUR AND ENDS PLACED UPSLOPETO PREVENT RUNOFF FROM BYPASING.3.INSTATURF SHEARFORCE10 & SHEARFORCE12 WILL BE USED AS OUTLET PROTECTION. SEEDITCH CROSS-SECTIONS ON SHEET 15 AND DETAILS ON SHEET 8.4.ALL CFS AND CFS DIV ARE 12" UNLESS OTHERWISE SPECIFIED.5.IF NECESSARY, CONTRACTOR TO ADJUST COMPOST FILTER SOCK TO AVOID CLEARING TREES. SHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVMINIMUM 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.EROSION AND SEDIMENTCONTROL NARRATIVEDescription: The project will consist of the construction of off-street parking along Westminster CanterburyDrive. The property is zoned RP and is located north of Winchester next to the intersection of WestminsterCanterbury Drive and Cottage Drive, and near the intersections of Westminster Canterbury Drive andWineberry Drive in Frederick County, Virginia. A total of 0.64 ACRES will be disturbed for construction.Date of construction: Construction will begin following plan approval and will take approximately three (3)months to complete.Existing site conditions: The site is currently located on Westminster Canterbury main campus. The proposedgolf cart parking area is currently an existing grass island. The proposed employee parking area will be alongthe private entrance drive that has some existing trees. The staff parking area drains to the east into theexisting SWM Pond 'A'. The golf cart parking area drains to the north into the existing SWM Pond 'A'. Typicalslopes range between 3% and 50%.Adjacent areas: The site is bounded by townhouses to the west. To the north and east is single familyresidential. To the south is vacant land in the City of Winchester. Adjacent properties are zoned RP(Frederick County) and LR (City of Winchester).Offsite areas: No offsite areas will be impacted by this project.Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet.Critical areas: No critical areas are identified with this project.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion andsediment control measures shall be constructed and maintained according to the minimum standards andspecifications of the Virginia Erosion and Sediment Control Handbook.Structural Measures:Phase I:Install Temporary Construction Entrance with Wash Rack (C-SCM-03) as shown on the plans to minimizesediment carried onto roadway.Install compost filter sock as shown on the plans to intercept and detain small amounts of sediment fromdisturbed areas during construction in order to prevent sediment from leaving the site. Install compost filter sockdiversions to divert water as shown on the plan.Install storm drain inlet protection (C-SCM-04) as shown on plans to prevent sediment from entering stormdrainage systems prior to permanent stabilization of the disturbed area.Culvert inlet protection (C-SCM-05) shall be located at culvert entrances as shown to prevent sediment fromentering, accumulating in and being transferred by the culvert prior to permanent stabilization of the disturbedarea.Outlet protection (C-ECM-15) shall be installed on all outlets as shown on the plan sheets.Rock check dams (C-SCM-07) shall be installed as shown on plan.Temporary slope drain shall be installed as shown on plan.Temporary seeding (C-SSM-09) and/or permanent seeding (C-SSM-10) shall be placed on all critical slopes(3:1 or greater) and as needed to stabilize disturbed areas.Soil stabilization blankets & matting (C-SSM-05) shall be installed over steep 3:1 or greater cut and fills slopewhich have been brought to final grade and seeded to protect from rill and gully erosion.Phase II:Phase I controls shall remain into Phase II for the duration of the project or until drainage area is stabilized.Install storm drain inlet protection (C-SCM-04) as shown on plans to prevent sediment from entering stormdrainage systems prior to permanent stabilization of the disturbed area.Culvert inlet protection (C-SCM-05) shall be located at culvert entrances as shown to prevent sediment fromentering, accumulating in and being transferred by the culvert prior to permanent stabilization of the disturbedarea.Outlet protection (C-ECM-15) shall be installed on all outlets as shown on the plan sheets.Fill slope surface shall be left in a roughened condition to reduce erosion, see C-SSM-03.Temporary seeding (C-SSM-09) and/or permanent seeding (C-SSM-10) shall be placed on all critical slopes(3:1 or greater) and as needed to stabilize disturbed areas.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after finalgrade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) daysto denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days.Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year.Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporaryvegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded andmulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after constructionErosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to finalgrade and seeded to protect from rill and gully erosion.Management Strategies:Construction shall be sequenced such that grading operations will begin and end as quickly as possible.The site superintendent shall be responsible for the installation and maintenance of all erosion andsediment control measures. Maintenance of these measures throughout the project is critical to theeffectiveness of the program.After areas above controls have been stabilized, the controls shall be cleaned up and removed.Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seededand mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time.All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.Drainage swales shall be stabilized with check dams until vegetation has been well established, at whichtime the check dams shall be removed.Devices listed above are considered minimum erosion and sediment controls. Additional controlmeasures may be necessary due to contractor phasing or other unforeseen conditions. It is thecontractor's responsibility to provide additional measures to those shown, as needed, in order to controlerosion and contain sediment on site. All measures shall be installed according to the standards andspecifications in the Virginia Erosion and Sediment Control Handbook.Stormwater Management:Increased runoff from this development will be controlled by the Project's stormwater managementfacilities.Maintenance Program:All control measures shall be inspected daily by the site superintendent or his representative and within24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damagedstructural measures are to be repaired by the end of the day. Seeded areas shall be checked regularlyto ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as neededuntil grass is established.Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of byspreading on site.Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged bysediment, it shall be removed and cleaned or replaced immediately.The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition atall times.Erosion and sediment control program:Phase I1.Hold pre-construction meeting on site with inspector.2.Install construction entrance.3.Clearing and grubbing for sediment control devices only4.Placement of sediment control devices.5.Obtain inspector's approval prior to beginning grading operations.6.Clear and grub main area of site protected by installed E&S controls.Phase II7.Rough grade remainder of site.8.Install drainage devices with sediment control.9.Final grading.10.Restoration and stabilization of disturbed areas.11.Remove erosion and sediment control measures with the approval of the inspector. ALL areas to bestabilized 100% prior to installation of bioretention basins.Note: The Frederick County Public Works and Engineering Department retain the right to add and/ormodify these erosion and sediment control measures during the construction process, withinreason, to ensure adequate protection to the public and the environment.Seeding schedule (soil stabilization):1.All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.2.Spread topsoil at a minimum depth of four (4) inches.3.Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 squarefeet (2 tons per acre).4.Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).5.Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red TopClover.6.Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored withcutback or emulsified asphalt applied at a rate of 200 gallons per acre.Dust control:1.Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic.2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet andrepeated as needed to control dust.E&S NARRATIVERev. No.Date02 10-01-2024GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAN/A708/05/2024KASSP# 28-24272039 SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: SP NUMBER: #XX-XX151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVE&S DETAILSRev. No.Date GOLF CART AND STAFF PARKINGSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VAN/A 8 08/05/2024 KAS SP# 28-24 27 2039 SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: SP NUMBER: #XX-XX151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVE&S DETAILSRev. No.Date GOLF CART AND STAFF PARKINGSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VAN/A 9 08/05/2024 KAS SP# 28-24 27 2039 102 101 100FLOWFLOW 2"x2" WOODEN STAKES PLACED @ 10' O.C. COMPOST FILTER SOCK EXISTING CONTOURS UNDISTURBED AREA PLAN VIEW COMPOST FILTER SOCK 2" x 2" WOODEN STAKES PLACED @ 10' O.C. BLOWN / PLACED FILTER MEDIA UNDISTURBED AREADISTURBED AREA SECTION VIEW NOTES: 1.COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED AT LEAST 8' UP SLOPE AT 45° TO THE MAIN SOCK ALIGNMENT. 2.TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. 3.ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. 4.SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. 5.BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 6.UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT. 7.COMPOST SHALL MEET THE FOLLOWING STANDARDS OR APPROVED MANUFACTURER'S RECOMMENDATIONS. ORGANIC MATTER CONTENT ORGANIC PORTION Ph MOISTURE CONTENT PARTICLE SIZE SOLUBLE SALT CONCENTRATION 80% - 100% (DRY WEIGHT BASIS) FIBROUS AND ELONGATED 5.5 - 8.0 35% - 55% 98% PASS THROUGH 1" SCREEN 5.0 dS MAXIMUM COMPOST FILTER SOCK DISTURBED AREA 12" MIN. TABLE 4.2 Material Type 3 mil HDPE 5 mil HDPE 5 mil HDPE Multi-Filament Polypropylene (MFPP) Heavy Duty Multi-Filament Polypropylene (HDMFPP) Material Characteristics Photo- degradable Photo- degradable Bio- degradable Photo- degradable Photo- degradable 12" 18" 24" 32" 12" 18" 24" 32" 12" 18" 24" 32" 12" 18" 24" 32" 12" 18"Sock Diameters Mesh Opening 3/8"3/8"3/8"3/8"1/8" Textile Strength 26 psi 26 psi 44 psi 202 psi 100% at 1000 hr. 100% at 1000 hr. 23% at 1000 hr. 23% at 1000 hr. Ultraviolet Stability % Original Strength (ASTM G-155) 2 years1 year6 months9 months6 months Minimum Functional Longevity Twy-ply systems Inner Containment Netting Composite Polypropylene Fabric (Woven layer & non-woven fleece mechanically fused via needle punch) HDPE biaxial net Continuously wound Fusion-welded junctures 3/4" x 3/4" Max. aperture size Outer Filtration Mesh 3/16" Max. aperture size Sock fabrics composed of burlap may be used on projects lasting 6 months or less. Table 4.1 COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS Filtrexx & JMD 7.5'(TYP)PROP. 5' S/W5'9'(TYP)20' (TYP)PROP. 5' S/WPROP. EP(TYP)PROP. EP(TYP)RELOCATEEX. SIGNLIMITS OFDISTURBANCE(TYP.)GOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLY7.5'(TYP)17' 12'WHEEL STOP (TYP.)RELOCATEEX. PARKINGSIGNSRESTRIPE PARKING LOTFOR PEDESTRIAN AISLESHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV GOLF CART PARKING GEOMETRY PLANRev. No.Date0109-10-2024GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 20'1008/05/2024KASSP# 28-24272039SHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVGOLF CART PARKINGNOTES:1.EXISTING SITE FEATURES AND TOPOGRAPHY FROM THW DESIGN 2005. ACTUAL SITE CONDITIONS MAY VARY2005 INFORMATION. CONTRACTOR TO NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO MAKING FIELDADJUSTMENTS. CURB TRANSITIONWWWGG102A102102B9.0'22.0'LIMITS OFDISTURBANCE(TYP.)EX. PROPERTY LINE18.0' 22.0'18.0'9.0 'R=59'R=5'R=5'R=10'R=5'R=3'R = 5 ' R= 3 'R=10'PROP. SIDEWALK (TYP.)R=41'PROP. CG-6RPROP. CG-6PROP.CG-6R6.0'PROP. EPPROP. EPPROP. EPDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS 5.0'PROP. ASPHALT TRAILPROP. ASPHALT TRAIL5 . 0 ' 5. 0 'PROP. CROSSWALKPROP. CG-12BPROP. TRUNCATEDDOMESPROP. CG-12BPROP. CROSSWALKPROP. CONC. S/WPROP. STOP BARPROP. CG-12BPROP. TRUNCATED DOMES4321DO NOT POL LU TE DUC TILE IRON NYLOPLAS T DRAINS TO W ATE RW AY S DO NO T P OL LUT EDUCTILE IRO N NYLOPLAS TDRAINS TO WA TE RW AYS PROP. CG-11 ENTRANCEPROP. CG-6PROP. CG-11 ENTRANCEPROP. CURB CUTPROP. CONCRETE SCUPPERPROP. CG-6567PROP. INSTATURFSHEAR-FORCE12SCOUR CONTROLMATPROP. INSTATURFSHEAR-FORCE12SCOUR CONTROL MATPROP. INSTATURFSHEAR-FORCE10SCOUR CONTROLMATLIMITS OFDISTURBANCE(TYP.)TEST PITTESTPITTEST PITONE-WAYONE-WAYTRANSITIONCG-6 TO CG-6RTRANSITIONCG-6R TO CG-660°60°R=59'R=41'R=81'18.0'STAFF PARKINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STAFF PARKING GEOMETRY PLAN GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAAS SHOWN1108/05/2024KASSP# 28-24272039Rev. No.Date0210-01-2024NOTES:1.EXISTING SITE FEATURES AND TOPOGRAPHY FROM THW DESIGN 2005. ACTUAL SITE CONDITIONS MAY VARY2005 INFORMATION. CONTRACTOR TO NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO MAKING FIELDADJUSTMENTS.2.PROPOSED CONCRETE SCUPPER AND CURB CUT ARE SHOWN AT ANTICIPATED LOW SPOTS. ADDITIONALSCUPPERS OR CURB CUTS MAY BE NEEDED IF PROPOSED CURB & GUTTER ALONG EXISTING EP IS LESS THAN0.5%. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING SLOPES ARE LESS THAN 0.5%.3.PROPOSED CONCRETE AND ASPHALT SIDEWALKS TO HAVE 2% CROSS SLOPE AND A 1 FOOT WIDE MINIMUMGRADE AREA AT 2% SLOPE.4.TREATMENT BEHIND CURB SHALL BE A MINIMUM 2 FEET AND A MAXIMUM 5% SLOPE (GRASS AREAS).5.TEST PITS ON EXISTING FREDERICK WATER FACILITIES ARE REQUIRED. CONTRACTOR SHALL COORDINATEWITH THE FREDERICK WATER INSPECTOR AND REPORT RESULTS TO GREENWAY FOR REVIEW.6.VALVES, MANHOLES, ARV'S AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED INCURB AND GUTTER, NOR SLOPED PORTION OF HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATELOCATIONS WITH FREDERICK WATER INSPECTOR.7.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHEROBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED ON FREDERICK WATER EASEMENTS.PERPENDICULAR IRRIGATION LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18” MINIMUMVERTICAL SEPARATION. 1913EXGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLY1756EX17801823EX1828EX19751907EX183218141869187218791882191719401832EX1820EX1816EX18131876190718931906EX1913EX1899MATCH EX.GRADEMATCH EX.GRADEMATCH EX.GRADEMATCH EX.GRADEMATCH EX.GRADEMATCH EX.GRADE818EX 195Base - DI-1Top=818.20In(24)=805.44Out=805.29Depth=12.91EX 196Base - DI-1Top=815.63In(24)=806.65Out=806.60Depth=9.03EX 197Base - DI-1Top=815.67In(24)=809.68Out=809.55Depth=6.1224" RCP@ 1.86%24" RCP@ 0.72%30" RCP@ 0.74%SHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV GOLF CART PARKING GRADING PLANRev. No.Date0109-10-2024GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 20'1208/05/2024KASSP# 28-24272039GOLF CART PARKINGNOTES:1.EXISTING SITE FEATURES AND TOPOGRAPHY FROM THW DESIGN 2005. ACTUAL SITE CONDITIONS MAY VARY2005 INFORMATION. CONTRACTOR TO NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO MAKING FIELDADJUSTMENTS.2.PROPOSED CONCRETE SCUPPER AND CURB CUT ARE SHOWN AT ANTICIPATED LOW SPOTS. ADDITIONALSCUPPERS OR CURB CUTS MAY BE NEEDED IF PROPOSED CURB & GUTTER ALONG EXISTING EP IS LESS THAN0.5%. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING SLOPES ARE LESS THAN 0.5%.3.PROPOSED CONCRETE AND ASPHALT SIDEWALKS TO HAVE 2% CROSS SLOPE AND A 1 FOOT WIDE MINIMUMGRADE AREA AT 2% SLOPE.4.TREATMENT BEHIND CURB SHALL BE A MINIMUM 2 FEET AND A MAXIMUM 5% SLOPE (GRASS AREAS).5.MATCH EXISTING GRADE (EDGE OF PAVEMENT) WITH THE PROPOSED CURB ALONG EX WESTMINSTERCANTERBURY DRIVE AND AT THE CG-11 ENTRANCE AND EXIT. MATCH EXISTING GRADE FOR THE PROPOSEDSIDEWALK ALONG EXISTING WESTMINSTER CANTERBURY DRIVE. WGG102BLIMITS OFDISTURBANCE(TYP.)EX. PROPERTY LINEDO NOT POL LUT EDUCTILE IRONNYLOPLASTDRAINS TO WATERW AYS 4321DO NO T P O LL UT EDUCTILE IRONNYLOPLASTDRAINS TO WA T ERWA YS DO NOT PO LLU TEDUCTILE IRONNYLOPLASTDRAIN S T O W AT ER WA YS 567PROP. INSTATURFSHEAR-FORCE12SCOUR CONTROLMATPROP. INSTATURFSHEAR-FORCE12SCOUR CONTROL MATPROP. INSTATURFSHEAR-FORCE10SCOUR CONTROLMATLIMITS OFDISTURBANCE(TYP.)TEST PITTESTPITTEST PITONE-WAYONE-WAYTRANSITIONCG-6 TO CG-6RTRANSITIONCG-6R TO CG-6%2.0%2.08348308268328288 2 4 822820828830830840832834836838842844%4.0%4.0%4.0%4.0%4.0%4.0MATCH EXGRADEMATCH EXGRADEMATCH EXGRADEMATCH EXGRADEMATCH EXGRADEMATCH EXGRADEMATCH EXGRADE"A""A"MATCH EXGRADEMATCH EXGRADEMATCH EXGRADE%2.0%3.3%1.5%5.5%1.0%3.3MATCH EXGRADE"1""1""2""2"1658165815051452140317051631173716261559EX15401253EX1457144113761479EX1422178114221754HP178213821511EX1372EX1507BP153717261500147716301520146714601464137113551194114410931084105017411610TOP1630BP1630BP1647BP14271516141913031368BP14301399BP1429EX15561528PVC15871560PVT15331693PVC16651705171417741746PVT1718166915701540152417211797182514101270INV1485EX1528EX160815551583PVT16111636PVC166416991701177815981594157215841586164515691581164016421630164816681640TOP1470TOP14011024INV1019INV1468EX14881278EX17801520160015968228248188208188228148168148168188208228188208228168148148148128128228228188208168128168168128148208168188 1 8 8 2 0 822 8 1 6 8148268162:12:12:1 2 : 1 3:12:11583102B MH1Top=82 6 . 1 6 Out=82 1 . 0 0 Depth= 5 . 1 6 Base - D I - 3 B - 6 ' EX 198 Base - D I - 1 Top=81 7 . 0 4 In(15)= 8 1 4 . 2 4 Out=81 0 . 0 7 Depth= 6 . 9 7 EX 199 Base - D I - 3 B - 4 ' Top=82 2 . 7 2 In(15)= 8 1 4 . 7 0 Out=81 4 . 5 6 Depth= 8 . 1 6 EX 200 MH1Top=82 5 . 2 6 In(15)= 8 2 0 . 5 9 Out=82 0 . 0 4 Depth= 5 . 2 2 15" ADS N - 1 2 @ 2.45% 15" RCP @ 3.90% 15" R C P9+5010+0010+5011+0011+50805810815820825830805810815820825830MAX4.0%2:1 PL3.4:1 PROPOSEDGRADEPROP. 24"STORM XINGAPPROX. EX.8" W/L XING X-SEC "A"EXISTINGGRADE2' @ 5%2' @ 5%SHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSTAFF PARKINGNOTES:1.EXISTING SITE FEATURES AND TOPOGRAPHY FROM THW DESIGN 2005. ACTUAL SITE CONDITIONS MAY VARY2005 INFORMATION. CONTRACTOR TO NOTIFY ENGINEER OF DISCREPANCIES PRIOR TO MAKING FIELDADJUSTMENTS.2.PROPOSED CONCRETE SCUPPER AND CURB CUT ARE SHOWN AT ANTICIPATED LOW SPOTS. ADDITIONALSCUPPERS OR CURB CUTS MAY BE NEEDED IF PROPOSED CURB & GUTTER ALONG EXISTING EP IS LESS THAN0.5%. CONTRACTOR TO NOTIFY ENGINEER IF EXISTING SLOPES ARE LESS THAN 0.5%.3.PROPOSED CONCRETE AND ASPHALT SIDEWALKS TO HAVE 2% CROSS SLOPE AND A 1 FOOT WIDE MINIMUMGRADE AREA AT 2% SLOPE.4.TREATMENT BEHIND CURB SHALL BE A MINIMUM 2 FEET AND A MAXIMUM 5% SLOPE (GRASS AREAS).5.MATCH EXISTING GRADE (EDGE OF PAVEMENT) WITH THE PROPOSED CURB ALONG EX WESTMINSTERCANTERBURY DRIVE AND AT THE CG-11 ENTRANCE AND EXIT. MATCH EXISTING GRADE FOR THE PROPOSEDSIDEWALK ALONG EXISTING WESTMINSTER CANTERBURY DRIVE.6.STAFF PARKING LOT PROPOSED MAXIMUM CROSS SLOPE OF 4%.STAFF PARKING GRADING PLAN GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VARev. No.Date0210-01-20241" = 20'1308/05/2024KASSP# 28-24272039 LOWVO LTAG E U0 1 FIR E P U M PU02 1 2 23 45 6 6 6 6 77 8 9 10 11 12 13 14 15 16 FIRE PUM P U0 2 LO WVOLT A G E U01GFSW NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON DO NOT POLLUTE DR A I N S T O W A T ER W A Y S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAIN S T O W A T E R WAY S NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON DO NOT POLLUTE DRAINS T O W A T E R W AY S MAI NT E N AN C E M0 1MAIN T E N A N C EM01 DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS TRAVERTINEWAYWMW FSW G DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTE DUCTILE IRON NYLOPLAST DRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IR O N NYLOPLASTDRAINS TO WATERWA Y S DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERWAYS DO NOT POLLUTEDUCTILE IRON NYLOPLASTDRAINS TO WATERW A Y S GOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYONE-WAYONE-WAYGOLFCARTSONLY8388348308268368368328368388368328288 2 4 82 2 8 2 0 828830838838836 834834838832850840 830840838836842844846848832834836838842844846852850860854856858 8528508548568588568588408388368 34854840844844846848850852848854 832830860854856858852862860854856858852854856858858860854856842840842852838840842844846848 8468488508528428428 5 2 842844846848850852STORM RUNOFF PATHTO SWM FACILITYPROPOSED STAFFPARKING LOTPROPOSED GOLF CARTPARKING LOTEX SWM POND "B"EX SWM POND "A"EX COTTAGESEX VILLASEX MAIN CAMPUSF R E D E R I C K C O U N T Y CI T Y O F W I N C H E S T E RSTORM RUNOFF PATHTO SWM FACILITYEX TUDOR SQUARE(TOWNHOUSES)SHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV SWM PLANRev. No.Date GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA1" = 100'1408/05/2024KASSP# 28-24272039SWM NARRATIVE:THIS PROJECT PROPOSES ADDITIONAL STAFF PARKING SPACES AND GOLF CART PARKING SPACES FOR THEEXISTING WESTMINSTER CANTERBURY MAIN CAMPUS. THE GOLF CART PARKING IS LOCATED IN AN EXISTINGGRASS ISLAND. THE GOLF CART PARKING ADDS 1,425 SQFT OR 0.03 AC OF IMPERVIOUS AREA. THE REMAININGPORTION OF THE GRASS ISLAND WILL BE LANDSCAPED WITH TREES AND SHRUBS. RUNOFF FROM THE GOLFCART PARKING WILL START AS SHEET FLOW ACROSS THE NORTH PARKING LOT WHERE IT WILL BE INTERCEPTEDBY AN EXISTING STORM SYSTEM OF DITCHES AND PIPES. THE EXISTING STORM SYSTEM WILL CARRY THERUNOFF NORTH THROUGH THE EXISTING CAMPUS COTTAGES TO THE EXISTING SWM POND "A" THAT WILL TREATTHE RUNOFF.THE STAFF PARKING LOT ADDS 9,273 SQFT OR 0.21 AC OF IMPERVIOUS AREA. OFFSITE DRAINAGE AREA FROMEXISTING TUDOR SQUARE TOWNHOUSE WILL BE BYPASSED THROUGH THE STAFF PARKING LOT WITH THEPROPOSED 24" STORM SYSTEM. THE PROPOSED 24" STORM SYSTEM WILL ALSO COLLECT RUNOFF FROM THEPROPOSED STAFF PARKING LOT AND OUTFALL TO AN EXISTING STORM SYSTEM. THE EXISTING STORM SEWERSYSTEM OF DITCHES AND PIPES RUNS NORTHEAST THROUGH THE EXISTING CAMPUS COTTAGES TO THEEXISTING SWM POND "A" THAT WILL TREAT THE RUNOFF FROM THE STAFF PARKING LOT.THE TWO PROPOSED PARKING AREAS ONLY CAUSE A MINOR INCREASE IN IMPERVIOUS AREA (0.25 AC) THAT WILLBE TREATED BY EXISTING SWM POND "A". SINCE THE SITE IMPROVEMENTS ARE LESS THAN 1 ACRE OFDISTURBANCE BMP WATER QUALITY FACILITIES ARE NOT PROPOSED AND IT IS ANTICIPATED THE EXISTING SWMFACILITY SHOULD HANDLE WATER QUANTITY. 9+009+5010+0010+5011+0011+5079580080581081582079580080581081582035' - 12" HDPE @0.96%38' - 12 " HDPE @4 .52%56710+00.00= EW-1 INV OUT=810.24 10+35.06=NYP-12 DOME INV OUT=810.58 INV IN=812.70 10+72.69=NYP-24 DOME INV OUT=814.40 TOP=814.70 TOP=816.40 PROPOSEDGRADEEXISTINGGRADEGRASS OUTFALLREINFORCED WITHSHEARFORCE12EX. 8" W/L CONTRACTOR TOTEST PIT EX.WATERLINE TODETERMINEDEPTH BEFORECONSTRUCTIONAND ORDERINGMATERIALSAPPROX. TEST PIT9+5010+0010+5011+0011+5012+007958008058108158207958008058108158208'-24" HDPE @0.54%135' - 24" HDPE @1.34%45' - 24" HDPE @0.68%123410+00.00= EW-1 INV OUT=810.19 10+08.00=DI-3B - 6' (SAG) INV OUT=810.23 INV IN=810.48 11+43.26=NYP-24P INV OUT=812.30 INV IN=812.40 11+88.26= EW-1 INV OUT=812.70 TOP=814.02 TOP=816.10 CONCRETEENCASEMENT.SEE 'SHALLOWSTORM ATROADCROSSING'DETAIL ONSHEET 16.PROPOSEDGRADEEXISTINGGRADE10YRHGLEX. 8" W/L CONTRACTOR TOTEST PIT EX.WATERLINE TODETERMINE DEPTHBEFORECONSTRUCTION ANDORDERINGMATERIALSAPPROX. TEST PITGRASS OUTFALLREINFORCED WITHSHEARFORCE129+00PARKINGENTRANCE12+50EX. 17" X 30"RCP CULVERTEX. 17" X 30"RCP CULVERTSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV STORM SEWER PROFILES GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VARev. No.Date0210-01-20241508/05/2024KASSP# 28-24272039V: 1" = 5'H: 1" = 50'NOT TO SCALEGRASS CHANNEL SECTION #1 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT:3.21 CFS--3.09 FPS10 YR STORM EVENT:4.45 CFS0.58'--CHANNEL SLOPE 2.51%4:13:10.58'9.2'5.3'NOT TO SCALEGRASS CHANNEL SECTION #2 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT:9.38 CFS--7.45 FPS10 YR STORM EVENT:12.99 CFS0.80'--CHANNEL SLOPE 10.08%2.3:12:118.8'8.9'SHEARFORCE 10 DITCH LINING(OR APPROVED EQUIVALENT)0.80'NOTES:1.TEST PITS ON EXISTING FREDERICK WATER FACILITIES ARE REQUIRED. CONTRACTOR SHALL COORDINATEWITH THE FREDERICK WATER INSPECTOR AND REPORT RESULTS TO GREENWAY FOR REVIEW.2.VALVES, MANHOLES, ARV'S AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED INCURB AND GUTTER, NOR SLOPED PORTION OF HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATELOCATIONS WITH FREDERICK WATER INSPECTOR.3.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHEROBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED ON FREDERICK WATER EASEMENTS.PERPENDICULAR IRRIGATION LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18” MINIMUMVERTICAL SEPARATION. SITE DETAILS GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VASHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date N/A1608/05/2024KASSP# 28-242720392" LOCALIZEDDEPRESSIONMIN. SLOPE 4%2. EXPANSION JOINT FILLER SHALL BE1/2" BITUMINOUS TYPE PREFORMEDEXPANSION JOINT FILLER, ASTM D-17511. UNLESS OTHERWISE NOTED,CONCRETE SHALL BE CLASS A3NOTES:PROVIDE EROSIONPROTECTION PER PLANCONCRETE SCUPPERN.T.S.3'6"TAPER CURBCONCRETE SIDEWALKN.T.S.-2%4" 3000 PSI VDOT A3 CONCRETE4" SUBBASE (21-A STONE)WIDTH VARIESSEE SITE PLANCOMPACTED SUBGRADE(COMPACTED TO 95%DENSITY AT OPTIMUMMOISTURE CONTENTVDOT VTM-1 METHOD)* CONCRETE TO BE AIR ENTRAINED. AIR TO BE 6% ±1.5. SLUMP TO BE 5" ±1"6x6 WWM4'2'ASPHALT OR CONCRETEPAVEMENT (BY OTHERS)BASE MATERIALAS APPROPRIATESTABLE, UNDISTURBEDEARTH OR COMPACTEDFILLBASE MATERIALAS APPROPRIATEVDOT CLASS A4CONCRETEADS HP HDPEEXPANSION JOINT (BY OTHERS)6" MIN.IDNOTES:1. BACKFILL DESIGN SHOULD BE USED FOR HS-20 LOADING APPLICATIONS.2. REFER TO ADS TECH NOTE 2.11 FOR ADDITIONAL DESIGN INFORMATION.3. DETAIL BASED ON ADS DURASLOT HEAVY TRAFFIC INSTALLATION DETAIL.Nomial Diameter, IDDepth of Invert, HMinimum24"31.75"HSHALLOW STORM AT ROAD CROSSINGSTAFF PARKINGNOT TO SCALETYPICAL PAVEMENT SECTION #14" SUBBASE VDOT STD. 21B1.5" SM-9.5A 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 VALVE OF 3. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.2.5" BM-25.0A INTERMEDIATE COURSEGOLF CART PARKINGNOT TO SCALETYPICAL PAVEMENT SECTION #24" BASE VDOT STD. 21B2" SM-9.5A 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 VALVE OF 3. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: SP NUMBER: #XX-XX151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVVDOT DETAILSRev. No.Date GOLF CART AND STAFF PARKINGSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VAN/A 17 08/05/2024 KAS SP# 28-24 27 2039 SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: SP NUMBER: #XX-XX151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVVDOT DETAILSRev. No.Date GOLF CART AND STAFF PARKINGSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VAN/A 18 08/05/2024 KAS SP# 28-24 27 2039 DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYS 4321DO NOT PO LLU TEDUCTILE IRONNYLOPLASTDRAIN S T O W AT ER WA YS DO NOT PO L LU TE DUC TI LE IRON NYLOPLASTDRAIN S T O W AT ER WA YS 567ONE-WAYONE-WAYSIGNTYPE "D"SIGNTYPE "C"SIGNTYPE "A"SIGNTYPE "C"SIGNTYPE "C"SIGNTYPE "A"SIGNTYPE "A"SIGNTYPE "C"R6-2 SIGNR1-1 & R5-1 SIGNR6-2 SIGNR5-1 SIGNGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYSIGNTYPE "C"SIGNTYPE "A"SIGNTYPE "A"SIGNTYPE "C"LIFE SAFETY PLAN GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VASHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date0210-01-20241" = 20'1908/05/2024KASSP# 28-24272039STAFF PARKINGGOLF CART PARKINGNOTES:1.DESIGNATES PAINTED YELLOW CURB PER DETAILS & NOTES ON SHEET 19. LIFE SAFETY PLAN DETAILS GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VASHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: #XX-XX151 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 G PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No.Date N/A2008/05/2024KASSP# 28-24272039 DO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYSDO NOT POLLUTEDUCTILE IRONNYLOPLASTDRAINS TO WATERWAYSONE-WAYONE-WAYMULCH RING (TYP.)(1) WILDFIRE TUPELO(13) AMERICAN HOLLYEDGE OF CANOPYINSTALL 3" HARDWOOD MULCH BEHINDPARKING LOT AND EXTEND MULCH 10'INTO ADJACENT TREE LINEFESCUE SOD(TYP.)FESCUE SOD(TYP.)INSTALL 3" HARDWOODMULCH BEHINDPARKING LOT AND EXTENDMULCH 10' INTO ADJACENTTREE LINE(5) LITTLE HENRY SWEETSPIRE(1) WILDFIRE TUPELO(1) WILDFIRE TUPELO(26) SHENANDOAH SWITCH GRASS(19) SHENANDOAH SWITCH GRASS(6) LITTLE HENRY SWEETSPIRE(9) SIXTEEN CANDLES SUMMERSWEET(1) SUGAR MAPLE(1) SUGAR MAPLEWESTMINSTER CANTERBURY DRIVEPROPERTY LINECOTTAGE DRIVEEXISTINGTURFINSTALL 3" HARDWOOD MULCHBEHIND PARKING LOT AND EXTENDMULCH 10' INTO ADJACENT TREE LINE(3) SHAMROCK INKBERRY HOLLY(540 sf) FESCUE SOD(2,074 sf) FESCUE SOD(511 sf) FESCUE SOD(503 sf) FESCUE SOD(204 sf) FESCUE SOD(5) LITTLE HENRY SWEETSPIRE(19) SHAMROCK INKBERRY HOLLYSIDEWALK(1) WILDFIRE TUPELO(10) LITTLE HENRY SWEETSPIRE(31) SHAMROCK INKBERRY HOLLYLIGHT POLELIGHT POLELIGHT POLE(6) LITTLE HENRY SWEETSPIRE051020FeetSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NE ER I NG PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAAS SHOWN09/09/2024PDM3No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT9/9/24ONE TREE PER 2,000 S.F. OF IMPERVIOUS AREATOTAL IMPERVIOUS AREA7,600 S.F.TREES REQUIRED4TREES PROVIDED4HEADLIGHT SCREENINGMIN. 3' EVERGREEN HEDGE AT 4' 0.C.INTERIOR LANDSCAPINGINTERIOR LANDSCAPE REQUIRED (MIN. 5%)380 S.F.INTERIOR LANDSCAPE PROVIDED1,516 S.F.INTERIOR TREES (ONE TREE PER 10 SPACES)TOTAL PARKING SPACES18INTERIOR TREES PROVIDED2INTERIOR TREES PROVIDED2SYMBOLQTYBOTANICAL NAMECOMMON NAMECONTCAL/HTSPACINGREMARKSTREES2ACER SACCHARUMSUGAR MAPLEB&B2.5" CALAS SHOWNSPECIMEN QUALITY, MATCHED13ILEX OPACAAMERICAN HOLLYB&B5 FT - 6 FT HTAS SHOWNFULL, DENSE, MATCHED4NYSSA SYLVATICA 'WILDFIRE'WILDFIRE TUPELOB&B2.5" CALAS SHOWNSPECIMEN QUALITY, MATCHEDSYMBOLQTYBOTANICAL NAMECOMMON NAMECONTHEIGHTSPACINGREMARKSSHRUBS9CLETHRA ALNIFOLIA 'SIXTEEN CANDLES'SIXTEEN CANDLES SUMMERSWEET#315-18"AS SHOWN53ILEX GLABRA 'SHAMROCK'SHAMROCK INKBERRY HOLLY#336" MIN4' O.C.32ITEA VIRGINICA 'LITTLE HENRY'LITTLE HENRY SWEETSPIRE#318-21"AS SHOWNGROUND COVERS45PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS#118" O.C.SOD/SEED4,413 SFFESCUE SODSEEDPLANT SCHEDULE STAFF PARKINGREQUIRED PARKING LOT LANDSCAPING § 165-202.01D(13)STAFF PARKING LOT LANDSCAPE PLAN 12721 GOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYLIGHT POLEEX TREE TO FULFILLIMPERVIOUS AREATREE REQUIREMENTEDGE OF BEDEX TURFEX TURFLIGHT POLE(3) LITTLE HENRY SWEETSPIRE(5) LITTLE HENRY SWEETSPIRE(1) WILDFIRE TUPELO(14) GOLDSTURM CONEFLOWERCONC WALK(10) SOFT TOUCH JAPANESE HOLLY(21) GOLDSTURM CONEFLOWER(24) SHENANDOAH SWITCH GRASSWESTMINSTER CANTERBURY DRIVEPARKING LOTSHENANDOAH HALLPARKING LOTBOLLARD LIGHT;REFER TO ELEC. PLANSBOLLARD LIGHT;REFER TO ELEC. PLANS(14) BENNETT'S COMPACT HOLLY(10) BENNETT'S COMPACT HOLLY052020FeetSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 ENGI NE ER I NG PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA & MARTINSBURG, WV GOLF CART AND STAFF PARKING STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VAAS SHOWN09/09/2024PDM3No.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECT9/9/24ONE TREE PER 2,000 S.F. OF IMPERVIOUS AREATOTAL IMPERVIOUS AREA1,364 S.F.TREES REQUIRED1TREES PROVIDED1 EXISTINGHEADLIGHT SCREENINGMIN. 3' EVERGREEN HEDGE AT 4' 0.C.INTERIOR LANDSCAPINGINTERIOR LANDSCAPE REQUIRED (MIN. 5%)68 S.F.INTERIOR LANDSCAPE PROVIDED115 S.F.INTERIOR TREES (ONE TREE PER 10 SPACES)TOTAL PARKING SPACES10INTERIOR TREES REQUIRED1INTERIOR TREES PROVIDED1 NEWSYMBOLQTYBOTANICAL NAMECOMMON NAMECONTCAL/HTSPACINGREMARKSTREES1NYSSA SYLVATICA 'WILDFIRE'WILDFIRE TUPELOB&B2.5" CALAS SHOWNSPECIMEN QUALITY, MATCHEDSYMBOLQTYBOTANICAL NAMECOMMON NAMECONTHEIGHTSPACINGREMARKSSHRUBS24ILEX CRENATA 'BENNETT'S COMPACTA'BENNETT'S COMPACT HOLLY#336" MIN4' O.C.10ILEX CRENATA 'SOFT TOUCH'SOFT TOUCH JAPANESE HOLLY#312-15"AS SHOWN8ITEA VIRGINICA 'LITTLE HENRY'LITTLE HENRY SWEETSPIRE#318-21"AS SHOWNGROUND COVERS24PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS#118" O.C.35RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM'GOLDSTURM CONEFLOWER#118" O.C.PLANT SCHEDULE GOLF CART PARKINGREQUIRED PARKING LOT LANDSCAPING § 165-202.01D(13)GOLF CART PARKING LOT LANDSCAPE PLAN 22227 SHEET OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: WLQG\ HLOO LDQH WLQFKHVWHU 9LUJLQLD THOHSKRQH: FD[: ZZZ.JUHHQZD\HQJ.FRP FND 1971 ENGI NE ER I NG PROUDLY SER9ING 9IRGINIA WEST 9IRGINIA OFFICES IN: WINCHESTER 9A MARTINSBURG W9 GOLF CART AND STAFF PAR.ING STONEWALL MAGISTERIAL DISTRICT FREDERIC. COUNTY 9AAS SHOWNPDMNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTNo.PHILLIP DEAN MERRITT0406 000978AINIGRIVFOHTLAEWNO M MOCLI CENSEDLANDSCAPEARC H ITECTShrub Bed PlantingN.T.S.Source: VHBLD_6011/16NOTES1.LOOSEN ROOTS AT THE OUTER EDGEOF ROOTBALL OF CONTAINERGROWN SHRUBS.HOLE(THREE TIMES ROOTBALL DIA.WITH SLOPED SIDES)ROOTBALLDEPTH12" (MIN.)UNTIE AND ROLL BACK BURLAPFROM 13 (MIN.) OF ROOTBALL;IF SYNTHETIC WRAP IS USED,REMOVE COMPLETELY.SIT ROOTBALL ON EXISTINGUNDISTURBED SOIL OR ONCOMPACTED SUBGRADESLOPE TO FORM SAUCERTOP OF ROOTBALL 1 INCHABOVE FINISH GRADEEXCAVATE SHRUB BED TOREQUIRED DEPTH AND BACKFILLWITH SPECIFIED SOIL MIX. SOILMIX SHALL BE CONTINUOUSWITHIN EACH SHRUB BED3" PINE BARK MULCHDO NOT COVER STEMSOR TRUNK12" MIN.Shrub Planting on SlopeN.T.S.Source: VHBLD_601s6/24NOTES:.SHRUBS SHALL BE PLANTED SO THATCROWN IS INCHES ABO9E FINISHEDGRADE AFTER SETTLEMENT..LOOSE OR CRAC.ED ROOTBALLS WILLNOT BE ACCEPTED FOR PLANTING.AD-UST SHRUBS SO THAT BOTTOM OF FOLIAGEIS E9ENLY SPACED ABO9E THE GROUND INCH DEPTH AGED PINE BAR. MULCHPULL AWAY FROM BASE OF SHRUBPLANTING BAC.FILL MI; SHALL BE MIN SETTLED DEPTH OR DEEPER TO MATCHHEIGHT OF ROOTBALL9:H SLOPE MA;. INCH HIGH EARTH WATERING SAUCERAROUND SHRUB PLANTINGCOMPLETELY REMO9E SYNTHETIC BURLAPAND LACING. FOR CONTAINERI=EDPLANTS REMO9E CONTAINER PRIOR TOPLANTING. SCORE SIDES OF CONTAINERAND LOOSEN ANY ROOTS ENCIRCLINGTHE ROOT BALLCOMPACTED OR UNDISTURBED SUBGRADESLOPE 9ARIESSLOPE 9ARIES3X ROOTBALLSPACING VARIESSEE PLANSCLCLTree Planting (For Trees Under 4" Caliper)N.T.S.Source: VHBLD_6029/21HOLE - THREE TIMES ROOTBALL DIAMETERWITH SLOPED SIDES18"3' MULCH CIRCLE3"SIT ROOTBALL ON EXISTINGUNDISTURBED SOIL OR ONCOMPACTED SUBGRADEUNTIE AND CUT AWAY BURLAPFROM 13 OF ROOTBALL (MIN.);IF SYNTHETIC WRAP IS USED,REMOVE COMPLETELYPLANT BACKFILL MIXTURE.SLOPE TO FORM3" HIGH SAUCER3" BARK MULCH,DO NOT PLACE MULCHWITHIN 3" OF TRUNKTRUNK FLARE SHALL BECOMPLETELY EXPOSED, SET2" ABOVE THE ESTABLISHEDFINISH GRADETREE SHALL BE SET PLUMB,AFTER SETTLEMENT2"X2"X8' HARDWOOD STAKE(2 STAKES PER TREE)(PLACE WITHIN 6" OF ROOTBALL)PAINT TOP 6" OF STAKES ORANGEOR REFLECTIVE RED TAPENYLON TREE TIE WEBBING(LOOSELY TIED)TRUNKTREE TIEROOTBALLTREE PITHARDWOOD STAKESOR DEADMEN (TYP.)PLAN2"Evergreen Tree PlantingN.T.S.Source: VHBLD_6049/21HOLE - THREE TIMES ROOTBALL DIAMETERWITH SLOPED SIDES18"PLANT BACKFILL MIXTURE.UNTIE AND CUT AWAY BURLAPFROM 13 OF ROOTBALL (MIN.);IF SYNTHETIC WRAP IS USED,REMOVE COMPLETELYSIT ROOTBALL ONEXISTING UNDISTURBED SOILOR ON COMPACTED SUBGRADESLOPE TO FORM A3" HIGH SAUCER.2"X2" HARDWOOD STAKE ORDEADMEN (2 STAKES PER TREE)TIGHTEN AS SHOWN3" BARK MULCH, DO NOT PLACEMULCH WITHIN 3" OF TRUNKTRUNK FLARE SHALL BE SET 2"ABOVE THE ESTABLISHEDFINISHED GRADENYLON TREE TIE WEBBING(LOOSELY TIED)TRUNKTREE TIEROOTBALLTREE PITHARDWOOD STAKESOR DEADMEN (TYP.)PLAN3"Tree Planting on SlopeN.T.S.Source: VHBLD_6051/162' (MIN.)6"2:1 SLOPE (MAX.)2.5:1 SLOPE (MAX.)UNTIE AND CUT AWAY BURLAPFROM 13 OF ROOTBALL (MIN.);IF SYNTHETIC WRAP IS USED,REMOVE COMPLETELY.SIT ROOTBALL ON SCARIFIED EXISTINGUNDISTURBED SOIL OR ONCOMPACTED SUBGRADEPLANT BACKFILL MIXTUREDESIGN SLOPECOMMON FILL4" LOAM ANDSEED OR SODTRANSITION SLOPE; SEEPLANS FOR MATERIALS2"X2" HARDWOOD STAKE OR DEADMENLOCATE TWO OF THE THREE GUYS ONTHE UPHILL SIDE OF THE TREE.SLOPE TO FORM 3" HIGH SAUCER.3" PINE BARK MULCH, DO NOTPLACE MULCH WITHIN 3" OF TRUNK.ROOT FLARE SHALL BE SET 2"ABOVE THE ESTABLISHEDFINISHED GRADEGUY WIRE - SEE GUYING SCHEDULE12 INCH DIAMETER BLACKREINFORCED RUBBER HOSE3"PLANTINGTRANSITION SLOPEGUY WIREROOTBALLTREE PITHARDWOOD STAKESOR DEADMENPLANPerennial and Ornamental Grass PlantingN.T.S.Source: VHBLD_6181/16UNDISTURBED ORCOMPACTED SUBGRADEPLANTING SOILCONTINUOUS IN BEDFINISH GRADE2" MULCH12" (MIN.) "B""A""A ""A"60 °60°60°PLANT SPACINGPLANT SPACING("A")ROW SPACING ("B")6 IN. O.C.5 IN. O.C.8 IN. O.C.7 IN. O.C.10 IN. O.C.8 12 IN. O.C.12 IN. O.C.10 12 IN. O.C.15 IN. O.C.13 IN. O.C.18 IN. O.C.16 IN. O.C.24 IN. O.C.21 IN. O.C.30 IN. O.C.26 IN. O.C.36 IN. O.C.30 IN. O.C.48 IN. O.C.42 IN. O.C.54 IN. O.C.48 IN. O.C.60 IN. O.C.54 IN. O.C.Planting Notes1.ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN ON THEPLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECTPRIOR TO INSTALLATION.2.CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND ABOVEGROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF CONFLICTS.3.NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING ANDCONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICT.4.A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED UNDER ALLTREES AND SHRUBS, AND IN ALL PLANTING BEDS, UNLESS OTHERWISEINDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE.5.ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE NOTED INTHE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE OWNER'SREPRESENTATIVE.6.FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY SHOWNON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN CASE OF ANYDISCREPANCY BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND ONTHE PLAN. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEENTHE NUMBER OF PLANTS SHOWN ON THE PLANT LIST AND PLANT LABELSPRIOR TO BIDDING.7.ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY LANDSCAPEARCHITECT AND APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE.8.ALL PLANT MATERIALS INSTALLED SHALL MEET THE SPECIFICATIONS OF THE"AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICANASSOCIATION OF NURSERYMEN AND CONTRACT DOCUMENTS.9.ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR FOLLOWINGDATE OF FINAL ACCEPTANCE.10.AREAS DESIGNATED "LOAM & SEED" SHALL RECEIVE MINIMUM 6" OF LOAMAND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL BE PROTECTEDWITH EROSION CONTROL FABRIC.11.ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT DOCUMENTSSHALL BE LOAM AND SEEDED OR MULCHED AS DIRECTED BY OWNER'SREPRESENTATIVE.12.THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE / CIVILDRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION.Tree Protection1.EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARYCONSTRUCTION FENCE. ERECT FENCE AT EDGE OF THE TREE DRIPLINEPRIOR TO START OF CONSTRUCTION.2.CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE TREEPROTECTION AREA. CONTRACTOR SHALL NOT STORE VEHICLES ORMATERIALS, OR DISPOSE OF ANY WASTE MATERIALS, WITHIN THE TREEPROTECTION AREA.3.DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL BEREPAIRED BY A CERTIFIED ARBORIST AT THE CONTRACTOR'S EXPENSE.Plant Maintenance Notes1.CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE LAWNS AND PLANTINGS. NO IRRIGATIONIS PROPOSED FOR THIS SITE. THE CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING FOR NEW LAWNSAND PLANTINGS DURING THE ONE YEAR PLANT GUARANTEE PERIOD.2.CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT FOR THE COMPLETE LANDSCAPEMAINTENANCE WORK. WATER SHALL BE PROVIDED BY THE CONTRACTOR.3.WATERING SHALL BE REQUIRED DURING THE GROWING SEASON, WHEN NATURAL RAINFALL IS BELOW ONEINCH PER WEEK.4.WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY SATURATE THE SOIL IN THE ROOTZONE OF EACH PLANT.5.CONTRACTOR SHALL REPLACE DEAD OR DYING PLANTS AT THE END OF THE ONE YEAR GUARANTEEPERIOD. CONTRACTOR SHALL TURN OVER MAINTENANCE TO THE FACILITY MAINTENANCE STAFF AT THATTIME.PLANTING NOTES AND DETAILS 2723 FND1971ENGINEERINGLPLPTRAVERTINEWAYD O N O T P OL L UT EDUCTILE IRONNYLOPLASTD R AINS TO W AT E RW AY SD O N O T P OL L UT EDUCTILE IRONNYLOPLASTD R AINS TO W AT E RW AY SD O N O T P OL L UT EDUCTILE IRONNYLOPLASTD R AINS TO W AT E RW AY SONE-WAYONE-WAYWESTMINSTER CANTERBURY DRIVE(PRIVATE)LPTOP= 820.33RIM = 816.59INV. IN 8" PVC (SW) = 810.89INV. OUT 8" PVC (NW) = 810.84EX. 8" PVC SANITARY SEWERGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYGOLFCARTSONLYTYPS1ERERERERERERERERER1TYPS2ERERERERERERERERERERER225555554454EXISTING SITE POLE LUMINAIRE (TYPICAL)"X" DIA.2'-6" MIN."Y""Z"STUB OUT CONDUIT 1'-0" BEYOND BASE FOR LAST LIGHTING FIXTURE IN RUN AND CAP FOR FUTURE EXTENSION OF CIRCUIT.1" CND HOMERUN OR TO ADJACENT FIXTURE.NO RUBBING OR PARGING OF CONCRETE BASE AFTER REMOVAL OF FORM.6"2'-0"S1 4'-0"POLE BASE DIMENSIONS"X"TYPEDIM"Y""Z"GROUND ROD#4 BARE CU GND CONDEXOTHERMIC BONDNOTE 2FIN GRADE(3)#3 TIES @ 1-1/2" OC @TOP OF CONCRETE BASEANCHOR BOLTS, TYP1" CHAMFERSMOOTH FORMED FINISH ABOVE GRADEGROUTPOLEBOND TO INSIDE POLE SURFACEHANDHOLEBUSH CONDUITSLEVELING NUTS#3 TIES @ 12"(12)#6 EQ. SPACED AROUND PERIMETER 2" CLRCONCRETE BASE1" CND, NOTE 11.2.3.NOTES (BASE DETAILS):3'-0"STREETSTREET CURB"X" DIA.2'-6" MIN."Y""Z"STUB OUT CONDUIT 1'-0" BEYOND BASE FOR LAST LIGHTING FIXTURE IN RUN AND CAP FOR FUTURE EXTENSION OF CIRCUIT.1" CND HOMERUN OR TO ADJACENT FIXTURE.NO RUBBING OR PARGING OF CONCRETE BASE AFTER REMOVAL OF FORM.3"1'-0"S1 2'-0"POLE BASE DIMENSIONS"X"TYPEDIM"Y" "Z"NOTE 2FIN GRADE(3)#3 TIES @ 1-1/2" OC @TOP OF CONCRETE BASEANCHOR BOLTS, TYP1" CHAMFERSMOOTH FORMED FINISH ABOVE GRADEGROUTBOLLARDBOND TO BOLLARD INTERIORBUSH CONDUITSLEVELING NUTS#3 TIES @ 12"(12)#6 EQ. SPACED AROUND PERIMETER 2" CLRCONCRETE BASE1" CND, NOTE 11.2.3.NOTES (BASE DETAILS):4"SIDEWALK EDGEEXISTING SITE POLE LUMINAIREEXISTING SITE POLE LUMINAIRES2S2334561" = 30'-0"ES-1GOLF CART PLAN - LIGHTING1N.T.S.ES-1POLE BASE DETAIL - GOLF CART PARKING41.2.ALL SITE LIGHTING WILL BE FULLY DOWNCAST, FULL CUTOFF, AND SHIELDED AND IN GENERAL CONFORMANCE WITH THE FREDERICK COUNTY ZONING ORDINANCE §165-201.07.CONFIRM VOLTAGE OF EXISTING SITE LIGHTING BEFORE PURCHASE OF NEW BOLLARD LUMINAIRES. IF EXISTING SITE LIGHTING CIRCUIT VOLTAGE IS NOT COMPATIBLE WITH 120/277V LED DRIVERS CONTACT ENGINEER FOR RESELECTION OF FIXTURE COMPATIBLE WITH EXISTING CIRCUIT VOLTAGE. GOLF CART SITE PLAN - LIGHTINGLUMINAIRETYPEMANUFACTURER CATALOG NUMBER QTY TYPENOM.WATTSINITIALLUMENSTEMPCOLOR(KELVINS)VOLTSTOTALCONNECTEDWATTSTOTALRATEDWATTSMOUNTING FINISH REMARKSS1 AMERLUXLIGHTINGDPS-2-T3-4L-BLK-DM 1 LED 82 8,890 4000 UNV 82 82 POST MOUNTED SATIN BLACK PROVIDE WITH #CBR40-1-24-S/BLK MOUNTING ANDAPRS4-12-BLK-GFCI-BTM 4" EXTRUDED ALUMINUMPOLE.12'-0" TALL POLES2 AMERLUXLIGHTINGAB5-40-40-120V-277V-360-B 1 LED 19 674 4000 UNV 19 19 BOLLARD BLACKCONNECT NEW LIGHT FIXTURES TO EXISTING SITE LIGHTING CIRCUIT. VERIFY THAT EXISTING CIRCUIT VOLTAGE IS COMPATIBLE WITH NEW LUMINAIRES. METER CIRCUIT TO VERIFY THAT THERE IS CAPACITY TO ADD NEW LUMINAIRE LOAD OF 379W ON EXISTING SITE LIGHTING CIRCUIT.PROVIDE SCHEDULE 80 PVC SLEEVE FOR BRANCH WHERE UNDER ROADWAY OR PARKING LOT. AIM FIXTURE TO ILLUMINATE WALK PATH AND NEW GOLF CART PARKING SPACES.EXTEND (2)#10, (1)#10GND IN 3/4" SCHED 40 PVC CONDUIT UNDER GRADE FROM EXISTING SITE LUMINAIRE TO NEW BOLLARD LOCATION.PROVIDE (2)#10, (1)#10GND IN 3/4" SCHED 40 PVC CONDUIT UNDER GRADE.CONNECT NEW LIGHT FIXTURES TO EXISTING SITE LIGHTING CIRCUIT. VERIFY THAT EXISTING CIRCUIT VOLTAGE IS COMPATIBLE WITH NEW LUMINAIRES. METER CIRCUIT TO VERIFY THAT THERE IS CAPACITY NEW LUMINAIRE LOAD OF 38W ON EXISTING LIGHTING CIRCUIT.12N.T.S.ES-13BOLLARD BASE DETAIL -GOLF CART PARKINGGENERAL NOTES: PLAN NOTES: PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSHEET 1 OFDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: # 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comGENERAL NOTES AND LEGENDGOLF CAR AND STAFF PARKINGSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VA1" = 30'08/05/2024CIW41" = 30'-0"ES-12GOLF CART PLAN - LIGHTING (WESTMINSTERCANTERBURY DR.)3456QUANITITY OF FIXTURESFIXTURE TYPES1S2# OF FIXTURES372724 S1ERERERERERERERERERS1S1S2S2S2S2S2S2S2ERERERERERERERERERERERS2S21" = 30'-0"ES-2GOLF CART PLAN - PHOTOMETRICS1GOLF CART SITE PLAN - LIGHTINGLUMINAIRETYPEMANUFACTURER CATALOG NUMBER QTY TYPENOM.WATTSINITIALLUMENSTEMPCOLOR(KELVINS)VOLTSTOTALCONNECTEDWATTSTOTALRATEDWATTSMOUNTING FINISH REMARKSS1 AMERLUXLIGHTINGDPS-2-T3-4L-BLK-DM 1 LED 82 8,890 4000 UNV 82 82 POST MOUNTED SATIN BLACK PROVIDE WITH #CBR40-1-24-S/BLK MOUNTING ANDAPRS4-12-BLK-GFCI-BTM 4" EXTRUDED ALUMINUMPOLE.12'-0" TALL POLES2 AMERLUXLIGHTINGAB5-40-40-120V-277V-360-B 1 LED 19 674 4000 UNV 19 19 BOLLARD BLACKPROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: # 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comGENERAL NOTES AND LEGENDGOLF CAR AND STAFF PARKINGSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VA1" = 30'08/05/2024CIWSHEET 2 OF41" = 30'-0"ES-22GOLF CART PLAN - PHOTOMETRICS(WESTMINSTER CANTERBURY DR.)QUANITITY OF FIXTURESFIXTURE TYPES1S2# OF FIXTURES372725 FND1971ENGINEERINGTYPE S1 (1-5)TYPE S1 (3-5)TYPE S1 (5-5)TYPE S1 (2-5)TYPE S1 (4-5)TYPE S1 POLE (1-3)PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: # 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comGENERAL NOTES AND LEGENDGOLF CAR AND STAFF PARKINGSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VA1" = 30'08/05/2024CIWSHEET 3 OF 42726 FND1971ENGINEERINGTYPE S2 (1-3)TYPE S2 (3-3)TYPE S2 (2-3)PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVDESIGNED BY:FILE NO.SCALE:DATE:SP NUMBER: # 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comGENERAL NOTES AND LEGENDGOLF CAR AND STAFF PARKINGSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VA1" = 30'08/05/2024CIWSHEET 4 OF42727