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Home My WebLink About04-25 Design PlanN/A2GENERAL NOTES AND LEGENDREV. NO.DATE0109-24-2025SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/20/2025KASSDP #04-251217826R.02151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVUSECLASS* TRIP RATETRIP GENERATION DATAFIRE MARSHAL'S NOTEDWELLING UNITSGENERAL NOTESVDOT GENERAL NOTESPROJECT NOTESVPD* PER ITE TRIP GEN WEB BASED APP VERSION 6.0 11TH EDITIONLEGENDFREDERICK WATER CONSTRUCTION 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 58,045 GPDSANITARY SEWER DISCHARGE 58,045 GPDCalculation of demand/dischargeWATER DEMAND*Residential: 235 gpd per connection*Commercial: 75 gpd per 1,000 sf*Industrial: 25 gpd @ 10 persons per acreSEWER DISCHARGESewer discharge equals water demandPROPOSED SAN. LAT. CLEANOUTPROPOSED CENTERLINEEXISTING SPOT ELEVATIONSTORM DRAIN STRUCTURE IDENTIFIERSANITARY MANHOLE IDENTIFIERPROPOSED SPOT ELEVATIONEXISTING CURB AND GUTTERPROPOSED EDGE OF PAVEMENTEXISTING EDGE OF PAVEMENTPROPOSED STORM SEWER WITH INLETEXISTING STORM SEWER WITH INLETPROPOSED TELEPHONE LINEEXISTING TELEPHONE LINETRANSITION TO REVERSE CURBPROPOSED CURB AND GUTTERPROPOSED ELECTRIC SERVICEEXISTING ELECTRIC SERVICEPROPOSED SANITARY SEWER WITH MANHOLEEXISTING SANITARY SEWER WITH MANHOLEPROPOSED GAS LINEEXISTING GAS LINEFENCELINEFLOW LINE PROPOSED WATERLINE W/ TEEPROPERTY LINEEXISTING TELEPHONE PEDESTALEXISTING WATERLINE W/ TEEEXISTING UTILITY POLE/GUIDE WIRESIGNSPROPOSED REDUCEREXISTING FIRE HYDRANT/VALVE/METERINDICATES THE NUMBER OF TYP. PARKING SPACESPARKING INDICATORHANDICAP PARKINGPROPOSED BUILDING ENTRANCEVEHICLES PER DAY COUNTPROPOSED FIRE HYDRANT/VALVE/METERLIGHT POLEEXISTING TREE LINEEXISTING EASEMENTPROPOSED EASEMENT EXISTING CENTERLINEEXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOURPROPOSED CONTOURPROJECT INFORMATIONPARCEL IDENTIFICATION NO.STREET ADDRESS:PROJECT SITE AREA:DISTURBED AREA:CURRENT ZONING:APPLIED ZONING:CURRENT USE:PROPOSED USE:PREVIOUSLY APPROVED PLANS:REQUIRED SETBACKS:FROM ROAD ROW:FROM OFF-STREET PARKING LOT:SIDE:REAR:PROVIDED SETBACKS:FROM ROAD ROW:FROM OFF-STREET PARKING LOT:SIDE:REAR:MAXIMUM BUILDING HEIGHT:PROPOSED BUILDING HEIGHT:REQUIRED PARKING SETBACK:FROM STREET OR ROAD ROW:FROM PROPERTY LINES:REQUIRED SIGN SETBACK:FRONT:REAR:SIDE:DENSITY CALCULATION:PARKING REQUIRED:PARKING PROVIDED:ADA PARKING PROVIDED:OPEN SPACE REQUIRED:OPEN SPACE PROVIDED:REQUIRED RECREATION UNITS:63-A-145ACROSS STREET FROM TWIN MART ON PAPERMILL RD50.24 ACRES48.74 acresRARP (RP ZONING APPLIED FOR PROJECT WITH TDR'S)VACANTRESIDENTIAL SUBDIVISIONMDP #02-2420' WIDE TH UNITS24' WIDE TH UNITS25'25'15'15'10'10'20'20'25'25'15'15'10'10'20'20'40'31.86'PROVIDED PARKING SETBACK:10'10'5'5'PROVIDED SIGN SETBACK:10'N/A10'N/A10N/ATOTAL RESIDENTIAL PARCEL = 45.89 ACRES = 1,998,987 SFPROPOSED 247 UNITS = 5.38 UNITS/ACREMAXIMUM ALLOWED 15 UNITS/ACRE: 45.89 X 15 = 688 UNITS2.5 SPACES PER UNIT= 247 X 2.5 = 617.5781 SPACES6 SPACES30% = 13.76 ACRES OR 599,696 SF30% = 13.79 ACRES OR 600,647 SF1 REC UNIT PER 30 DWELLING UNITS (165-402.08)247/30 = 8.233 UNITS REQUIRED OR EQUIVALENT VALUE AT$35,000/UNIT = $288,155V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT)Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state,federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the moststringent shall govern.V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and VirginiaOccupational 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 the current editionof VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permitissued 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, junction boxes,controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utilityfacilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify thedeveloper from this responsibility.V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary byVDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer.V6. If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by the engineer and/ordeveloper with the attendance of the contractor (s), various County agencies, utility companies and VDOT prior to initiation of work.V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length 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 VDOT maintainedInterstate 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 with Section 3.02 ofthe Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintainedthrough 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 cover and whenpossible 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 the course ofconstruction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequatedesign 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 to placement of fill. AVDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representative of the location. When soil samplesare submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be acceptedby VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures.V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with the liftthicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications. Certified copies of testreports 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 as storm sewerpipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will beinspected or ten percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified asstorm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the AreaLand Use Engineer or their representative.V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards andis 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 the developer inaccordance 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 of construction. Copiesof all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Land Development Officeprior 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 be determined usingthe density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compactiontechnician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In additionto checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction andtesting 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 bedetermined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform thesetests. Certified copies of test reports shall be submitted to VDOT daily, unless specifie otherwise. A VDOT representative shall be notifiedand given the opportunity to be present during the construction and testing 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 below the bottom ofthe excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to theengineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1.Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shallbe 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’s installationcriteria. 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 proposed foundation elevationto determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundationexploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and BridgeStandard PB-1. Contrary to the Standard, where rock is encountered and cast-in-place box is proposed, the thickness of bedding shall besix (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundationstabilization shall be determined by the engineer and approved by VDOT.ARBOR GLEN PHASE 1 PHASE 1195238.51.5 TH/TDRMAXUNITSPRISTINE TDR UNIT COUNT FOR PHASES 1 & 2:TOTALDENSITY/UNIT13015916TOTAL TDRsTDR'sGROVE TRANSFERWEST OAKS TRANSFER1.5 TH/TDRTDR's CURRENTLYTRANSFERREDBY RIGHT DENSITYTOTAL UNITS449.5289433.51.5 TH/TDR220010563230010282INSTRUMENT#SINGLE FAMILY ATTACHED (TOWNHOUSES)2157.22471,778GENERAL1.Greenway Engineering, Inc. (GE) has issued this plan set based on project criteria dictated by the client and municipal codes.This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval ANDthis plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/orconstruction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work.GE shall be held harmless from all costs, time delays and/or material changes incurred on any work that is preformed prior tothis plan set being approved and sealed.2.The approval of these plans in no way relieves the Developer, Contractor, Subcontractor, or any of their agents of any legalresponsibility which may be required by the code of Virginia or any County enacted local ordinance, nor does it guarantee theissuance of any required permits by the County, State, VDOT or any other governing Agency.3.An approved set of plans as well as all applicable permits and required documents must be available at the construction site atall times during construction. A representative of the Developer must be available at all times.4.GE and/or the Engineer shall not not be responsible for or have control over or charge of construction means, methods,techniques, sequences or procedures, nor for safety precautions and programs in connection with any work shown on theseplans. GE and/or the Engineer is not responsible for any Contractor's schedules or failure to carry out the work. GE and/or theEngineer is not responsible for acts of omissions by the Contractor, Subcontractor, or their agents, employees, or any otherperson performing portions of the work.5.Methods and materials used in the construction of the improvements herein shall conform to current County ConstructionStandards and Specifications and/or current VDOT Standards and Specifications. Should a conflict between designspecifications and these plans occur the most stringent requirement shall apply.6.The Developer and/or Contractor shall be responsible for constructing the site in accordance with the approved plans andconstruction documents and the scope of work shall conform with grades, depths, dimensions, ect. shown hereon.7.All known cemetery and/or gravesite locations have been identified on these plans. Any cemetery or gravesite shown on theseplans shall be marked and protected in accordance with state law. The developer or contractor shall be responsible formarking, installing protecting and maintaining protection of any known sites during construction and in the event that anyunknown gravesites is discovered during construction, the Owner and Engineer must be notified immediately and adequateprotection from construction shall be installed immediately.PERMITS AND INSPECTIONS1.The Developer or his agent shall be responsible for obtaining all required permits from the appropriate State and/or localagencies and to comply with their requirements and all applicable National, State and Local laws and shall be responsible forobtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp ofEngineers for any plan wetland disturbance as may be shown on these plans. They shall also be responsible the identificationand delineation of any wetlands that may be present on the construction site.2.Prior to the initiation of any land disturbing activities the Responsible Land Disturber, Developer, or the Contractor shall obtaina Land Disturbance Permit from the Frederick County Public Works Department and shall be responsible for filing a VirginiaStormwater Management Program (VSMP) registration statement for the construction site as required by law . They shall alsobe responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of theseplans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment ControlHandbook.3.Upon completion of all construction activities and permanent site stabilization, the Developer shall submit to Frederick CountyPublic Works a DEQ Notice of Termination form, a copy of the sites construction inspection log book, an engineer certifiedred-lined as-built of the approved plans with computations for all permanent stormwater management facilities, water quality,and stormwater conveyance systems, a recorded copy of the required BMP Maintenance Agreement (if needed) , any VSMPPermit maintenance fees (if required), and a written request to Frederick County Planning for bond release. The Developershall also schedule a Final on site inspection with FC Public Works.4.The Contractor, Owner or Developemust obtain a VDOT Land Use Permit (Entrance) from the Office of the Resident Engineer,Virginia Department of Transportation (VDOT) and provide to Frederick County prior to any construction activities within existingState right-of-way.5.The Contractor, Owner or Developer shall be responsible for scheduling all required State and local inspections and for thesecuring of any third party inspection/testing service to insure construction compliance with these plans and specifications andshall keep and maintain a site inspection log book. It is Greenway Engineering's recommendation that a third partyinspection/testing service be employed to ensure that project is compliant and that materials installed meet the details andspecifications in these plans.6.Any retaining wall 2 ft. or greater in height shall designed by a Structural Engineer require the issuance of a separate buildingpermit.7.Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the signand may require a separate building permit.UTILITIES1.The location of existing utilities shown in these plans are taken from existing available records and may not be representative ofexact locations. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilitiesas needed prior to construction. The contractor shall be responsible for the digging of all test holes that may be required,whether recommended or not by these plans, to determine the exact location and elevation of existing utilities. If any conflictsarising from this existing utility verification or if during the course of construction, any object of an unusual nature isencountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible orliable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements ifnot notified of any discrepancies between actual field conditions and the approved plan.2.The developer will be responsible for the relocation of any existing utilities which may be required as a result of his project. Anyrequired relocation of existing utilities should be completed prior to construction.3.The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans andadvise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible forhonoring these plans and the finished grades in the installation of their utility lines.4.All proposed utilities to be located underground.5.The Developer and/or Contractor shall notify operators who maintain underground utility lines in the area of proposedexcavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ofexcavation or demolition.6.The developer shall be responsible for notifying Frederick Water and all other appropriate utility companies prior to constructionof water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cutsheets, and connections to existing lines.7.All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards andspecifications of Frederick Water.8.When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided tothe Frederick County Public Works Department prior to issuance of grading and/or site development permits.9.The developer shall be responsible for any damage to the existing streets and/or utilities which may occur as a result ofconstruction within or contiguous to an existing right-of-way or utility.10.All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon.Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upondeveloped structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignmentsbase on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changescaused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval atcontractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will beresponsible for any redesign as a result of structural shop drawing design.11.All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility, structuralbase design, electrical design, photometrics and or other lighting information shown hereon is as specified by others and isincluded for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. GreenwayEngineering has not performed any lighting and/or dry utility design and does not warrant and is not responsible for the degreeand/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. Any changes to the lightingdesign, once the plan is approved, shall be approved by the County prior to installation.SITEWORK1.Refer to the Geotechnical Engineer Report for methods, materials and details for construction of all earthwork activities.2.All vegetation, root material, topsoil, and any other unsuitable material shall be removed from the construction limits of the sitebefore removal or placing of fill material. Earthwork clearing shall extend a minimum of 10' beyond all building and pavementlimits with an additional 1 foot of clearance for each foot of fill required.3.Controlled (Structural) fills shall be compacted to 95% of maximum dry density as determined by method "A" per standardproctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable (Non-structural fills 85% to 90%). Structural fills shall extend aminimum of 5' beyond the limits of all foundation elements at bearing elevation. Density shall be certified by a registeredprofessional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report hasbeen prepared, it should supersede the requirements in this note.4.All fills greater than 2 feet shall require compaction testing.5.All fills with slopes greater than 10 feet in height shall require a Slope Stability Analysis.6.All fill embankments being constructed against slopes of existing embankments or hillsides; or across existing embankments,hillsides, and depressions at a skew angle of 30 degrees or more or slopes are steeper than 4:1 shall be benched in a series ofhorizontal cuts beginning at the intersection with original ground and continuing at each vertical intersection with the previouscut. Material removed during benching shall be placed and compacted as embankment material. For existing slopes steeperthan 4:1 but less than 1 12:1, the bench shall be a minimum of 6 feet wide. For existing slopes steeper than 1 12:1 but less than12:1, the bench shall be a minimum of 4 feet wide.7.All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary designonly. Final pavement design shall be based upon actual CBR values. The Contractor or Developer shall be responsible for fieldtests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOTand/or the Owner/Developer, which ever applicable, prior to installation.8.Concrete for pads and/or sidewalks shall be a minimum Class A3 or 3000 psi (with air) and shall be placed in accordance toACI practices or as otherwise specified per structural design. All concrete areas requiring a separate permit shall be designedby a registered professional structural engineer.9.The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering publicstreets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary toinsure that public streets are maintained in a clean, mud and dust free condition at all times.10.Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform TrafficControl Devices (MUTCD).11.The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be heldwith the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) todetermine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrailand paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Railand Paved Ditch Specifications.12.Any changes to the approved Landscape Plan shall be approved approved by the County prior to installation.13.All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6"diameter and conform to VDOT standard SB-1.14.Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacleshall be provided at the construction site.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" matreial, with no stones greater than 6 inches, mixed with the clay. A minimum of three samplesshall be classified.2.All fill areas shall be "Keyed In" and compacted in horizontal layers not to exceed a maximum loose lift of 8 inches thick. All fillshall be compacted with a sheepsfoot, rubber-tired or vibratory roller to a density of 95% of maximum dry density with amoisture content within +/- 2% of optimum per Standard Procter Test (ASTM D698) or the Modified Proctor Test (ASTM D1557)as director by the geotechnical engineer. Compaction test shall be performed at one test per 5,000 square feet on each layer.3.Principal spillway must be installed concurrently with fill placement and not excavated into the embankment. All fills besidepipes or structures shall be placed in horizontal layers not to exceed 4 inches in depth and shall be compacted by handtampers. Fill material shall completely fill all spaces under and beside pipes. Equipment should not be driven within 4 feet of anystructure part during backfilling operation and shall never be driven over until compacted fill has been placed to a depthspecified by the structural live load capacity of the structure or pipe.4.Embankments shall be constructed with a relatively impervious core and cutoff trench. Core material shall be classified as GC,SC, or CL. The cutoff trench shall be excavated in impervious material a minimum of depth and width of 4 feet with side slopesno steeper than 1:1 and located at or upstream of the embankment centerline. Tje impervious core shall extend up to the10-year water surface elevation (see engineering design). The surface of the embankment shall be covered with a minimum 6inches of clean topsoil and stabilized with grass.5.Stormwater management facility earthen embankments shall not be greater than 25' in height measured from the downstreamtoe of slope to the top of the embankment with embankment slopes no steeper than 2:1and a combined minimum upstream anddownstream slope of 5:1. The minimum top width of the embankment shall be 8' for embankments 14' or less in height and shallbe level.6.Any groundwater seepage encountered during cutoff trench construction shall be drained by means of a foundation drain to theoutside/ downstream toe of the embankment slope. Foundation drains shall be downstream and outside of the limits of thecutoff trench. The constructed foundation drain section shall be an excavated 2' x 2' trench backfilled with hand compacted #57stone wrapped in goetextile fabric.7.A geotechnical or construction inspector should be on site during embankment construction.8.All embankment construction, compaction testing , and construction inspections shall be the responsibility of the site contractor.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.FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTES1.Project shall comply with the Virginia uniform statewide building code (USBC). dwellings (r-5) shall comply with theVirginia residential 2015 codes. other codes that apply are the 2015 Virginia energy.2.Dwellings (townhouses) shall be separated as required for per section R302.2.3.Dwellings less than 6' apart shall have ratings complying with section R302.4.Grade shall be sloped away from foundations a min 6" in 10'.5.Backwater valves shall be installed on all plumbing fixtures, (subject to back sewer), located below the top elevation ofthe upstream man hole cover6.Storm water drains, if higher than the basement finished floor, may require additional engineering of the foundation.engineering of foundation shall be submitted with the building permit.7.Lots with greater than 20' or more of fill require engineering on slope stability.8.Engineer design required on all foundations and/or slabs with greater than 8" fill or 24" clean sand/gravel. fill shall bedesigned and compacted by a registered professional9.Compaction tests shall be submitted with each permit application.10.Retaining walls exceeding 3' unbalanced fill requires a building permit and engineer design.11.Foundations shall be placed on slopes as required per section R403.1.7.12.Engineering on slope stability required. The building official is permitted to require an investigation andrecommendation of a qualified engineer to demonstrate that the intent of this section has been satisfied. Such aninvestigation shall include consideration of material, height of slope, slope gradient, load intensity and erosioncharacteristics of slope material.13.Site plan approved pending receipt of geotechnical soil investigation as required.14.All retaining walls shall be permitted independently from building permits. N/A3GENERAL NOTES SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/20/2025KASSDP #04-251217826R.02151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV ARBOR GLEN PHASE 1 PHASE 1FEMATHIS SITE IS LOCATED IN ZONE "X" AREAS OF MINIMAL FLOOD HAZARD PER FEMA FLOODINSURANCE RATE MAP 51063 0218 E.NWP 3A NATIONWIDE PERMIT HAS BEEN SUBMITTED FOR THE STREAM DISTURBANCE PROPOSEDWITH REPLACEMENT OF THE EXISTING CULVERT AT PAPERMILL ROAD. NO WORK SHALL BEPERMITTED WITHIN THE STREAM UNTIL APPROVAL HAS BEEN OBTAINED FROM THE USACE/DEQ. SSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSPROPOSED RETAINING WALL #1 PROPOSED RETAINING WALL #2 SSMH #3 TOP=720.87 18" CPP IN FROM SSMH #2=715.16 18" CPP OUT TO OUTFALL=714.96 PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T UD-4 (TYP.) UD-4 (TYP.) UD-4 (TYP.) PROP. ARV PROP. ARV PROP. ARV PROP. ARV PROP. ARV PROP. FREDERICK WATER ESM'T (TYP.) PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'TPROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T PROP. ARV PROP. ARV PROP. ARV PROP. 20' FREDERICK WATER ESM'T (TYP.) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101)GRID MERIDIANVA NORTH ZONE NAD83151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVSCALE: 1" = 200' 200 0 200 400 1"=200' 4SHEET INDEXREV. NO.DATE 01 09-24-2025 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1SHEET 20 SHEET 21 SHEET 22 SHEET 23 SHEET 24 SHEET 25SHEET 26SHEET 27SHEET 27SHEET 27 GRID MER I D I A N VA NORT H Z O N E N A D 8 3 TM#: 63 D-1- A PAP E R MILL F A R M LL C INST. N O. 5952 0.02 A C R E S ZONI N G: R P USE: V A C A N T TM#: 63- A-149 PAP E R MILL F A R M LLC INST. N O. 5952 2.75 A C R E S ZONI N G: R P USE: VAC A N T TM#: 63- A-147 PAP E R MILL F A R M LL C INST. N O. 59521.00 ACR E S ZONI N G: R P USE: D W ELLI N G TM#: 63-4-5 A EVA N S M A RI E INST. N O. 537120.79 ACR E S ZONI N G: R A USE: DWELLI N G TM#: 63-4-4 ELVI R A E D WI N INST. N O. 6 5 7 2.50 ACR E S ZONI N G: R A USE: D W ELLI N G TM#: 63- A-148 HAR TL E Y CL A Y T O N E IIIINST. N O. 58742.00 ACR E S ZONI N G: R P USE: DWELLI N G TM#: 63- A-143 DEL G A D O GLO RI A S TRU S T E E INST. N O. 19220.96 ACR E S ZONI N G: R P USE: D W ELLI N G TM#: 63- A-142 RAL S T O N P A UL S INST. N O. 0 1.00 A C R E S ZONI N G: R P USE: D W ELLI N G TM#: 63- A-141 GRO V E BL AI R AMS D E N INST. N O. 7638 1.00 A C R E S ZONI N G: R P USE: D W ELLI N G TM#: 63-A-124B PRISTINE PROPERTY MANAGEMENT LLC INST. NO. 7968 1.55 ACRES ZONING: RA USE: DWELLING TM#:63-A-130 CAM S INVE S T- MEN T S LL C INST. N O.93720.25 AC. ZONI N G: RP USE: DWELLI N G TM#:63-A-129 SALI N A S ROB E R T O A INST. N O.30310.22 ACR E S ZONI N G: R P USE: DWELLI N G TM#: 63- A-127 CON O V E R S A M U EL E INST. N O. 00.39 ACR E S ZONI N G: R P USE: D W ELLI N G TM#: 63- A-144 WAS HI N G T O N G A S DB 234 P G 4720.10 ACR E S ZONI N G: R A USE: U TILI T Y STA TI O N TM#: 63 D-1-1 PAP E R MILL FAR M LL C INST. N O. 59521.00 ACR E S ZONI N G: R P USE: DWELLI N G TM#: 63-A-146A ARELLANO JOSE M INST. NO. 28120 0.67 ACRES ZONING: RA USE: DWELLING TM#: 63-A-146 BREEDLOVE THOMAS W & BREEDLOVE MABEL DB 401 PG 672 5.55 ACRES ZONING: RA USE: DWELLING TM#: 63- A-116 A TRU O N G J A M E S INST. N O. 196040.86 ACR E S ZONI N G: B1 USE: T WI N M A R T/ CON V E NI E N C E STO R E TM#: 6 3- A-116 C EFG I N V E S T M E N T S LLC INST. N O. 051.37 ACR E S ZONI N G: R A USE: V A C A N T TM#: 6 3- A-126 C CARL YL E T E R R Y A INST. N O. 01.72 ACR E S ZONI N G: R A USE: D W ELLI N G TM#: 64I-15-72O FREEDOM MANOR LLC INST. NO. 4881 0.84 ACRES ZONING: RA USE: VACANT TM#: 64I-1-1-187K FREEDOM MANOR LLC INST. NO. 4402 0.43 ACRES ZONING: RA USE: VACANT/ OPEN SPACE TM#: 64H-1-1-110 MADISON III LLC INST. NO. 8207 1.10 ACRES ZONING: RP USE: VACANT/ OPEN SPACE TM#: 6 4 H- 1 -1-109 MADI S O N III L L C INST. N O. 8 2 0 7 15.24 A C R E S ZONI N G: R P USE: D W E L LI N G/ OPEN S P A C E TM#: 63-A-125ROD RI G UEZ ARELLA N O MARIA EINST. N O.156880.09 ACRES ZONI N G: RA USE: DWELLI N GTM#: 63-3-B RAT C HF O R D KOBY MA RTI N INST. N O.201540.87 ACRES ZONI N G: RA USE: DWELLI N G TM#: 63-A-119 RUDY GLEN N INST. N O. 73060.35 ACRES ZONI N G: RA USE: DWELLI N G TM#: 63- A-121 EFG I N V E ST M E NT S LLC INST. N O. 03.86 ACR E S ZONI N G: R A USE: D W ELLI N G TM#: 63-A-120CON RA D STACEYMARIE INST. N O.118591.00 ACRES ZONI N G: RA USE: DWELLI N G TM#: 63- A-116 C EFG I N V E S T M E N T S LLC INST. N O. 0 51.37 A C R E S ZONI N G: R A USE: V A C A N T SURVEY AND TOPOGRAPHIC INFORMATION 2. Aerial, horizontal and vertical control surveys were Dated: 3. Aerial topographic mapping performed by: 1. Boundary survey was performed by: performed by: Date Dated:GREENWAY ENGINEERING 07/15/2022 07/15/2022GREENWAY ENGINEERING N/S (TOPO USED IS GIS DATA)N/A 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV10 0 10 20 SCALE: 1" = 120' 1" = 120' 5BOUNDARY AND EXISTING TOPOSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1REV. NO.DATE 01 09-24-2025 L1L2L3L4L5C1C2L6L7C3L8C4C5 C6 L9 L10 C 7C8C9L11L12 L13L14L15L16L17L18L19C10C11 C12L20 L21 L22C13L23L24C14 L25 C1 5 L26 L27L28 L29L30L31L32L33 C16L34L35C17L36L37C18 C19L38L39L40L41 L42C20L43 L44L45 C21L46L47L48L49L50C22L51C23L52 C24L53C25C26C 2 7 L54 C28 L55 C29L58L59C31 L60 L61L62L63L64L65L66L67L68C32 L69 L70 C 3 3 C34C35L71C36L72L73C37L74L75C38L76 L77 C39 L78C40L79L80C41 L81 C42 L82L83L84C43L85 C44 L86C45L87C46L88C47L89 C48C49 C50L90L91 L92L93 C51 L94C52L95C53L96C54L97 L98L99 C55 L100C56L101C57L102C58L103C59 L104C60L105 L106L107 C61 L108C62L109C 6 3 L110C64L111L112 L113L114 C65 L11 5 L11 7 L118L119L120C66L121C67L122 L123 L124 L125L126 C 6 8L127C69L128L129 L130L131 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LO T 23 LO T 24 LO T 25 LO T 26 LO T 27 LO T 28 LO T 30 LO T 31 LO T 32 LO T 33 LO T 34 LO T 29 LOT 35LOT 36LOT 37LOT 38LOT 39LOT 40LOT 41 LOT 42 LOT 43 LOT 44 LOT 45 LOT 46LOT 106LOT 107LOT 108LOT 109LOT 110LOT 111LOT 112LOT 113LOT 125 LOT 126 LOT 127 LOT 128 LOT 129 LOT 130 LOT 131 LOT 132LOT 134LOT 135LOT 136LOT 137LOT 138LOT 139LOT 141LOT 142LOT 143LOT 144LOT 145LOT 146LOT 148 LOT 149 LOT 150 LOT 151 LOT 152 LOT 153 LOT 154 LOT 156LOT 157LOT 158LOT 159LOT 160LOT 161LOT 162LOT 164LOT 165LOT 166LOT 167LOT 168LOT 169LOT 170LOT 184LOT 183LOT 182LOT 181LOT 180LOT 179LOT 177LOT 176LOT 175LOT 174LOT 173LOT 172LOT 186LOT 187LOT 188LOT 189LOT 190LOT 206LOT 205LOT 204LOT 203LOT 202LOT 192LOT 193LOT 194LOT 195LOT 197LOT 198LOT 199LOT 200LOT 208LOT 209LOT 210LOT 211LOT 212LOT 228LOT 227LOT 226LOT 225LOT 224LOT 214LOT 215LOT 216LOT 217LOT 219LOT 220LOT 221LOT 222LOT 230 LOT 231 LOT 232 LOT 233 LOT 234 LOT 236 LOT 237 LOT 238 LOT 239 LOT 240 LOT 242 LOT 243 LOT 244 LOT 245LOT 48LOT 47LOT 49LOT 50LOT 51LOT 52LOT 53LOT 54LOT 55LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 62LOT 63LOT 64LOT 65LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80LOT 81LOT 82LOT 83LOT 84LOT 85LOT 86LOT 87LOT 88LOT 89LOT 90LOT 91LOT 92LOT 93LOT 94LOT 95LOT 105LOT 104LOT 103LOT 102LOT 101LOT 100LOT 99LOT 98LOT 97LOT 96LOT 247 LOT 133LOT 140LOT 147 LOT 155LOT 163LOT 171LOT 178LOT 185LOT 191LOT 196LOT 201LOT 207LOT 213LOT 218LOT 223LOT 229 LOT 235 LOT 241 LOT 246 LOT 118LOT 119LOT 120LOT 121LOT 122LOT 123LOT 124LOT 114LOT 115LOT 116LOT 117RHONDA DR. (PUBLIC)RHONDA DR. (PUBLIC)MISTFLO W E R W A Y ( P U B L I C ) HOSTA D R . ( P R I V A T E ) LOVAGE D R . ( P R I V A T E )CALLALILY STREET (PRIVATE)CRABAPPLE ST. (PRIVATE)CALLALILY STREET (PRIVATE) CRABAP P L E S T . ( P R I V A T E ) CRABAPPLE ST. (PRIVATE)CALLALILY STREET (PRIVATE)CALLALIL Y S T R E E T ( P R I V A T E ) HOSTA D R . ( P R I V A T E ) LOVAGE D R . ( P R I V A T E )LOVAGE DR. (PRIVATE)47' R/W TM#: 63D-1-A PAPERMILL FARM LLC INST. NO. 5952 0.02 ACRES ZONING: RP USE: VACANT TM#: 63-A-149 PAPERMILL FARM LLC INST. NO. 5952 2.75 ACRES ZONING: RP USE: VACANT TM#: 63-4-5A EVANS MARIE INST. NO. 5371 20.79 ACRES ZONING: RA USE: DWELLING TM#: 63-4-4 ELVIRA EDWIN INST. NO. 657 2.50 ACRES ZONING: RA USE: DWELLING TM#: 63-A-148 HARTLEY CLAYTON E III INST. NO. 5874 2.00 ACRES ZONING: RP USE: DWELLING TM#: 63-A-143 DELGADO GLORIA S TRUSTEE INST. NO. 1922 0.96 ACRES ZONING: RP USE: DWELLING TM#: 63-A-142 RALSTON PAUL S INST. 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NO. 5952 1.00 ACRES ZONING: RP USE: DWELLING RIGHT-OF-WAY CURVE DATARIGHT-OF-WAY LINE DATA PUBLIC ROADS CENTERLINE LINE DATA PRIVATE ROADS CENTERLINE LINE DATA PUBLIC ROADS CENTERLINE CURVE DATA PRIVATE ROADS CENTERLINE CURVE DATA L#BEARING DIST L1 N 28°13'44" W 352.59' L2 N 28°13'44" W 355.10' L3 N 28°32'27" W 31.15' L4 N 25°06'25" W 200.34' L5 N 28°32'27" W 285.26' L6 N 62°03'54" E 190.71' L7 N 61°38'26" E 49.86' L8 N 73°52'41" E 88.89' L9 S 20°18'55" E 70.01' L10 N 11°31'12" W 94.31' L11 N 70°33'49" E 68.44' L12 N 73°12'22" E 154.10' L13 N 73°12'22" E 178.06' L14 N 73°12'22" E 96.00' L15 N 73°12'22" E 39.00' L16 N 73°12'22" E 39.00' L17 N 73°12'22" E 95.98' L18 N 73°12'22" E 332.04' L19 N 77°36'17" E 93.13' L20 S 20°18'55" E 70.01' L21 S 16°47'38" E 252.09' L22 N 16°47'38" W 113.50' L23 N 73°12'22" E 119.43' L24 N 73°12'22" E 65.57' L25 S 16°47'38" E 337.48' L26 N 16°47'38" W 19.98' L27 S 73°12'22" W 204.00' L28 S 16°47'38" E 68.00' L29 S 73°12'22" W 549.50' L30 S 73°12'22" W 9.50' L31 S 16°47'38" E 47.00' L32 N 73°12'22" E 7.50' L33 S 16°47'38" E 739.79' L34 S 41°01'18" E 17.53' L35 S 16°47'38" E 20.04' L36 N 85°29'04" E 70.40' L37 S 70°17'16" E 17.64' L38 S 85°29'04" W 172.58' L39 S 61°15'24" W 17.64' L40 N 85°29'04" E 164.06' L41 N 44°16'34" W 53.34' L42 S 85°29'04" W 53.95' L43 N 04°30'56" W 32.50' L44 S 85°29'04" W 41.00' L45 S 04°30'56" E 26.50' L46 S 85°29'04" W 11.17' L47 S 85°29'04" W 33.86' L48 S 85°29'04" W 198.13' L49 S 85°29'04" W 8.05' L50 S 85°29'04" W 128.61' L51 S 73°12'22" W 588.73' L52 N 16°47'38" W 196.50' L53 S 82°33'58" E 17.28' L54 N 16°47'38" W 168.44' L55 N 41°01'18" W 17.53' L58 S 73°12'22" W 130.76' L59 S 73°12'22" W 36.27' L60 S 16°47'38" E 35.36' L61 S 73°12'22" W 47.00' L62 N 16°47'38" W 390.83' L63 N 73°12'22" E 29.50' L64 N 16°47'38" W 116.00' L65 N 73°12'22" E 21.89' L66 N 73°12'22" E 76.78' L67 N 73°12'22" E 66.00' L68 N 73°12'22" E 38.63' L69 N 16°47'38" W 365.42' L70 N 11°31'12" W 94.31' L71 N 66°49'23" E 74.02' L72 N 69°27'19" E 201.68' L73 N 62°03'54" E 204.57' L74 N 51°02'27" W 37.03' L75 N 28°32'27" W 84.05' L76 N 23°32'32" W 267.56' L77 N 16°47'38" W 337.48' L78 S 39°30'14" W 8.61' L79 S 73°12'22" W 0.46' L80 S 73°12'22" W 209.25' L81 S 16°47'38" E 337.48' L82 N 73°12'22" E 42.26' L83 N 73°12'22" E 66.00' L84 N 73°12'22" E 69.74' L85 S 16°47'38" E 343.50' L86 N 48°58'42" E 17.53' L87 N 73°12'22" E 129.41' L88 S 82°33'58" E 17.53' L89 S 16°47'38" E 326.25' L90 S 73°12'22" W 50.16' L91 S 16°47'38" E 29.50' L92 S 73°12'22" W 129.77' L93 N 16°47'38" W 343.50' L94 N 48°58'42" E 17.54' L95 N 73°12'22" E 136.41' L96 S 82°33'58" E 17.54' L97 S 16°47'38" E 343.50' L98 N 73°12'22" E 234.00' L99 N 16°47'38" W 196.50' L100 S 48°58'42" W 17.53' L101 S 73°12'22" W 159.71' L102 N 82°33'58" W 17.53' L103 S 16°47'38" E 348.50' L104 N 73°12'22" E 56.29' L105 N 16°47'38" W 192.73' L106 S 73°12'22" W 221.27' L107 S 16°47'38" E 345.97' L108 N 73°12'22" E 18.93' L109 N 30°34'41" E 1.82' L110 N 62°03'54" E 279.52' L111 N 73°12'22" E 652.81' L112 S 16°47'38" E 1,210.00' L113 S 73°12'22" W 506.50' L114 S 16°47'38" E 809.83' L115 S 04°30'56" E 13.62' L117 S 04°30'56" E 57.00' L118 N 85°29'04" E 126.54' L119 N 85°29'04" E 222.67' L120 N 85°29'04" E 128.61' L121 N 73°12'22" E 588.73' L122 N 16°47'38" W 196.50' L123 N 16°47'38" W 48.00' L124 N 16°47'38" W 517.83' L125 S 73°12'22" W 268.27' L126 N 16°47'38" W 245.73' L127 N 30°34'41" E 1.82' L128 N 73°12'22" E 58.93' L129 N 73°12'22" E 8.00' L130 N 73°12'22" E 859.29' L131 N 16°47'38" W 877.98' C#RAD A LEN C LEN C BEARING D ANGLE C1 5,057.00'27.53'27.53'N 28°23'06" W 0°18'43.0" C2 39.50'20.24'20.02'N 47°23'11" E 29°21'27.2" C3 1,975.50'171.94'171.89'N 66°00'23" E 4°59'13.0" C4 37.50'32.59'31.57'S 81°13'30" E 49°47'38.4" C5 72.00'5.35'5.35'S 58°27'26" E 4°15'31.2" C6 87.50'61.50'60.24'S 40°27'04" E 40°16'16.4" C7 37.50'29.66'28.90'N 11°08'26" E 45°19'16.2" C8 72.00'5.56'5.56'N 31°35'18" E 4°25'31.6" C9 87.50'62.90'61.55'N 49°58'11" E 41°11'16.1" C10 37.50'30.45'29.62'S 79°08'08" E 46°31'09.1" C11 72.00'5.92'5.92'S 58°13'53" E 4°42'38.1" C12 87.50'61.50'60.24'S 40°27'04" E 40°16'16.4" C13 24.50'38.48'34.65'N 28°12'22" E 90°00'00.0" C14 24.50'38.48'34.65'S 61°47'38" E 90°00'00.0" C15 24.50'31.39'29.28'S 19°54'19" W 73°23'54.4" C16 20.50'8.67'8.60'S 28°54'28" E 24°13'39.9" C17 24.50'43.73'38.15'S 34°20'43" W 102°16'42.2" C18 18.50'7.82'7.76'S 82°24'06" E 24°13'39.9" C19 18.50'7.82'7.76'S 73°22'14" W 24°13'39.9" C20 17.50'27.49'24.75'N 49°30'56" W 90°00'00.0" C21 17.50'27.49'24.75'S 40°29'04" W 90°00'00.0" C22 223.50'47.90'47.80'S 79°20'43" W 12°16'42.2" C23 223.50'351.07'316.08'S 28°12'22" W 90°00'00.0" C24 24.50'36.55'33.25'N 25°56'20" E 85°27'56.2" C25 20.50'8.99'8.92'N 84°52'22" E 25°07'18.9" C26 232.50'169.35'165.63'N 51°26'42" E 41°44'01.9" C27 232.50'192.23'186.80'N 06°53'31" E 47°22'19.1" C28 20.50'8.67'8.60'N 28°54'28" W 24°13'39.9" C29 76.50'120.30'108.28'S 61°55'31" E 90°06'12" C31 24.50'38.48'34.65'S 61°47'38" E 90°00'00.0" C32 24.50'38.38'34.57'S 61°55'08" E 89°45'00.9" C33 37.50'29.66'28.90'N 11°08'26" E 45°19'16.3" C34 72.00'6.96'6.96'N 31°01'55" E 5°32'18.9" C35 87.50'58.89'57.78'N 47°32'34" E 38°33'38.0" C36 2,024.50'27.07'27.07'N 68°07'42" E 0°45'58.5" C37 39.50'4.42'4.42'N 65°16'28" E 6°25'06.7" C38 29.00'2.53'2.53'N 26°02'29" W 4°59'55.3" C39 24.50'10.90'10.81'N 29°32'04" W 25°29'54.3" C40 13.50'7.94'7.83'S 56°21'18" W 33°42'07.9" C41 24.50'3.51'3.51'S 12°41'14" E 8°12'47.6" C42 24.50'38.48'34.65'S 61°47'38" E 90°00'00.0" C43 24.50'38.48'34.65'N 28°12'22" E 90°00'00.0" C44 24.50'38.38'34.57'S 61°40'09" E 89°45'00.9" C45 20.50'8.67'8.60'N 61°05'32" E 24°13'39.9" C46 20.50'8.67'8.60'N 85°19'12" E 24°13'39.9" C47 24.50'38.38'34.57'N 28°04'52" E 89°45'00.9" C48 230.07'18.76'18.76'N 14°55'17" W 4°40'19.2" C49 24.50'36.52'33.23'N 55°17'30" W 85°24'46.2" C50 176.50'27.10'27.07'S 77°36'14" W 8°47'45.0" C51 24.50'38.48'34.65'N 61°47'38" W 90°00'00.0" C52 20.50'8.67'8.60'N 61°05'32" E 24°13'39.9" C53 20.50'8.67'8.60'N 85°19'12" E 24°13'39.9" C54 24.50'38.48'34.65'N 28°12'22" E 90°00'00.0" C55 24.50'38.38'34.57'N 61°40'09" W 89°45'00.9" C56 20.50'8.67'8.60'S 61°05'32" W 24°13'39.9" C57 20.50'8.67'8.60'S 85°19'12" W 24°13'39.9" C58 24.50'38.38'34.57'S 28°04'52" W 89°45'00.9" C59 24.50'38.48'34.65'S 61°47'38" E 90°00'00.0" C60 176.50'277.25'249.61'N 28°12'22" E 90°00'00.0" C61 24.50'38.48'34.65'S 61°47'38" E 90°00'00.0" C62 176.50'131.32'128.31'N 51°53'31" E 42°37'40.9" C63 176.50'145.93'141.81'N 06°53'31" E 47°22'19.1" C64 2,000.00'388.89'388.28'N 67°38'08" E 11°08'27.3" C65 200.00'42.86'42.78'S 10°39'17" E 12°16'42.2" C66 200.00'42.86'42.78'N 79°20'43" E 12°16'42.2" C67 200.00'314.16'282.84'N 28°12'22" E 90°00'00.0" C68 200.00'165.36'160.69'N 06°53'31" E 47°22'19.1" C69 200.00'148.80'145.39'N 51°53'31" E 42°37'40.9"151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVSCALE: 1" = 100' 100 0 100 200 RIGHT-OF-WAYSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VAARBOR GLEN PHASE 1PHASE 1LEGEND PUBLIC R/W PRIVATE R/W FUTURE PHASE 2 1" = 100' 6 06/20/2025 KAS SDP #04-25 121 7826R.02 REV. NO.DATE 01 09-24-2025 34.9' 24.0'24.0'24.0'24.0' 34.9' 34.9' 24.0'24.0'24.0' 34.9' 34.9' 24.0'24.0'24.0'24.0' 34.9' 34.9' 24.0'24.0'24.0'34.9'30.8'20.0'20.0'20.0'20.0'20.0'30.8'30.8'20.0'20.0'20.0'20.0'30.8'30.8'20.0'20.0'20.0'20.0'30.8'107.0'107.0'107.0'107.0'34.9'107.0'24.0'24.0'24.0'24.0' 34.9' 34.9' 24.0'24.0'24.0' 34.9'107.0'34.9'107.0'24.0' 24.0' 24.0' 34.9' 34.9'24.0' 24.0' 24.0' 24.0'107.0'34.9' 31.0' 17.7' 2.4'20.0' 20.0' 20.0' 20.0' 30.8' 30.8' 20.0' 20.0' 20.0' 20.0' 20.0' 30.8'30.8'90.0'20.0'20.0'20.0'20.0'20.0'20.0'30.8'90.0'90.0'30.8'20.0'20.0'20.0'20.0'20.0'20.0' 30.8' 30.8'20.0'20.0'20.0'20.0'20.0'20.0' 30.8'90.0'90.0'30.8'20.0'20.0'20.0'20.0'20.0'30.8' 30.8'20.0' 20.0'20.0'20.0'20.0'90.0'30.8'30.8'90.0'20.0'20.0'20.0'20.0'20.0'30.8'90.0' 30.8'90.0'20.0' 20.0' 20.0'20.0' 20.0' 30.8'88.2'A31.5' A20.0' A 20.0' A 3 1.5'84.5'A31.7' 20.0' A5.0' 15.0' A20.1' 30.8' 30.8'20.0'20.0'20.0' 30.8'90.0'90.0'30.8' 20.0' 20.0'20.0' 20.0' 20.0' 20.0' 30.8'90.0'34.9'107 . 0 '24.0'24.0'24.0'24.0'34.9'34.9'24.0'24.0'24.0'24.0'107 . 0 '34.9'24.3'24.0'24.0'34.9'34.9'24.0'24.0'24.0'24.0'34.9'34.9'24.0'24.0'24.0'24.0'34.9'30.8'20.0'20.0'30.8'A11.4'A24.2'11.6'A12.4'A14.9'107.4'20.0'24.0' 24.0'24.0'24.0' 34.9' 34.9' 24.0'24.0'24.0' 24.0'107.0'34.9' 34.9'107.0'24.0' 24.0' 24.0' 24.0' 34.9' 34.9' 24.0' 24.0' 24.0' 24.0'107.0'34.9'107.0'34.9' 24.0'24.0'24.0'24.0'34.9' 34.9' 24.0'24.0'24.0' 24.0'107.0'34.9' 34.9'107.0'24.0' 24.0' 24.0' 24.0'34.9' 24.0'24.0' 34.9' 24.0'107.0'34.9'90.0'30.8'20.0'20.0'20.0'20.0'20.0'30.8' 30.8' 20.0'20.0'20.0'20.0' 20.0'30.8'90.0'20.0'C1C2C3C4C5C6 C 7C8C9 C 1 0 45.1' N 62°03'54" E 9.1' N 18°24'34" W 10.7' N 62°03'54" E 10.5' N 27°56'06" W170.3'N 62°03'54" E109.6'N 63°07'59" E150.4'N 67°25'46" E47.0'N 73°12'22" E508.6'N 73°12'22" E938.8' S 16°47' 3 8 " E460.1'S 85°29'04" W1,313.3' S 44°16' 3 4 " E 1 , 1 2 6 . 7 'N 2 3 ° 1 7 ' 2 3 " E 18 3 . 7 ' N 0 3 ° 1 7 ' 5 7 " E 204.1' N 27°36'28" W 205.1' N 27°56'06" W LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LO T 23 LO T 24 LO T 25 LO T 26 LO T 27 LO T 28 LO T 30 LO T 31 LO T 32 LO T 33 LO T 34 LO T 29 LOT 35LOT 36LOT 37LOT 38LOT 39LOT 40LOT 41 LOT 42 LOT 43 LOT 44 LOT 45 LOT 46LOT 106LOT 107LOT 108LOT 109LOT 110LOT 111LOT 112LOT 113LOT 125 LOT 126 LOT 127 LOT 128 LOT 129 LOT 130 LOT 131 LOT 132LOT 134LOT 135LOT 136LOT 137LOT 138LOT 139LOT 141LOT 142LOT 143LOT 144LOT 145LOT 146LOT 148 LOT 149 LOT 150 LOT 151 LOT 152 LOT 153 LOT 154 LOT 156LOT 157LOT 158LOT 159LOT 160LOT 161LOT 162LOT 164LOT 165LOT 166LOT 167LOT 168LOT 169LOT 170LOT 184LOT 183LOT 182LOT 181LOT 180LOT 179LOT 177LOT 176LOT 175LOT 174LOT 173LOT 172LOT 186LOT 187LOT 188LOT 189LOT 190LOT 206LOT 205LOT 204LOT 203LOT 202LOT 192LOT 193LOT 194LOT 195LOT 197LOT 198LOT 199LOT 200LOT 208LOT 209LOT 210LOT 211LOT 212LOT 228LOT 227LOT 226LOT 225LOT 224LOT 214LOT 215LOT 216LOT 217LOT 219LOT 220LOT 221LOT 222LOT 230 LOT 231 LOT 232 LOT 233 LOT 234 LOT 236 LOT 237 LOT 238 LOT 239 LOT 240 LOT 242 LOT 243 LOT 244 LOT 245LOT 48LOT 47LOT 49LOT 50LOT 51LOT 52LOT 53LOT 54LOT 55LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61LOT 62LOT 63LOT 64LOT 65LOT 66LOT 67LOT 68LOT 69LOT 70LOT 71LOT 72LOT 73LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80LOT 81LOT 82LOT 83LOT 84LOT 85LOT 86LOT 87LOT 88LOT 89LOT 90LOT 91LOT 92LOT 93LOT 94LOT 95LOT 105LOT 104LOT 103LOT 102LOT 101LOT 100LOT 99LOT 98LOT 97LOT 96LOT 247 LOT 133LOT 140LOT 147 LOT 155LOT 163LOT 171LOT 178LOT 185LOT 191LOT 196LOT 201LOT 207LOT 213LOT 218LOT 223LOT 229 LOT 235 LOT 241 LOT 246 LOT 118LOT 119LOT 120LOT 121LOT 122LOT 123LOT 124LOT 114LOT 115LOT 116LOT 117RHONDA DR. (PUBLIC)RHONDA DR. (PUBLIC)MISTFLO W E R W A Y ( P U B L I C ) HOSTA D R . ( P R I V A T E ) LOVAGE D R . ( P R I V A T E )CALLALILY STREET (PRIVATE)CRABAPPLE ST. (PRIVATE)CALLALILY STREET (PRIVATE) CRABAP P L E S T . ( P R I V A T E ) CRABAPPLE ST. (PRIVATE)CALLALILY STREET (PRIVATE)CALLALIL Y S T R E E T ( P R I V A T E ) HOSTA D R . ( P R I V A T E ) LOVAGE D R . ( P R I V A T E )LOVAGE DR. (PRIVATE)47' R/W OPEN SPACE "A" (7.66 AC) OPEN SP A C E " A " ( 7 . 6 6 A C ) OPEN SP A C E " C " ( 0 . 9 7 A C ) OPEN SP A C E " D " ( 0 . 3 7 A C ) OPEN SP A C E " B " ( 0 . 5 0 A C ) OPEN SP A C E " E " ( 0 . 3 1 A C ) OPEN SP A C E " H " ( 0 . 9 1 A C ) OPEN SP A C E " G " ( 0 . 3 9 A C ) OPEN SP A C E " F " ( 0 . 6 4 A C ) OPEN SPACE "A" (7.66 AC)OPEN SPACE "I" (535 SF)OPEN SPACE "J" (535 SF)TM#: 63D-1-A PAPERMILL FARM LLC INST. NO. 5952 0.02 ACRES ZONING: RP USE: VACANT TM#: 63-A-149 PAPERMILL FARM LLC INST. NO. 5952 2.75 ACRES ZONING: RP USE: VACANT TM#: 63-A-147 TM#: 63-4-5A EVANS MARIE INST. NO. 5371 20.79 ACRES ZONING: RA USE: DWELLING TM#: 63-4-4 ELVIRA EDWIN INST. NO. 657 2.50 ACRES ZONING: RA USE: DWELLING TM#: 63-A-148 HARTLEY CLAYTON E III INST. NO. 5874 2.00 ACRES ZONING: RP USE: DWELLING TM#: 63-A-143 DELGADO GLORIA S TRUSTEE INST. NO. 1922 0.96 ACRES ZONING: RP USE: DWELLING TM#: 63-A-142 RALSTON PAUL S INST. NO. 0 1.00 ACRES ZONING: RP USE: DWELLING TM#: 63-A-141 GROVE BLAIR AMSDEN INST. NO. 7638 1.00 ACRES ZONING: RP USE: DWELLING TM#: 63-A-124B PRISTINE PROPERTY MANAGEMENT LLC INST. NO. 7968 1.55 ACRES ZONING: RA USE: DWELLING TM#: 63-A-130 CAMS INVEST- MENTS LLC INST. NO. 9372 0.25 AC. ZONING: RP USE: DWELLING TM#: 63-A-129 SALINAS ROBERTO A INST. NO. 3031 0.22 ACRES ZONING: RP USE: DWELLING TM#: 63-A-127 CONOVER SAMUEL E INST. NO. 0 0.39 ACRES ZONING: RP USE: DWELLING TM#: 63-A-144 WASHINGTON GAS DB 234 PG 472 0.10 ACRES ZONING: RA USE: UTILITY STATION DWELLING TM#: 63-A-116A TRUONG JAMES INST. NO. 19604 0.86 ACRES ZONING: B1 USE: TWIN MART/ CONVENIENCE STORE TM#: 63-A-116C EFG INVESTMENTS LLC INST. NO. 0 51.37 ACRES ZONING: RA USE: VACANT TM#: 63-A-126C CARLYLE TERRY A INST. NO. 0 1.72 ACRES ZONING: RA USE: DWELLING TM#: 64I-1-1-187K FREEDOM MANOR LLC INST. NO. 4402 0.43 ACRES ZONING: RA USE: VACANT/ OPEN SPACE TM#: 64H-1-1-110 MADISON III LLC INST. NO. 8207 1.10 ACRES ZONING: RP USE: VACANT/ OPEN SPACE TM#: 64 H - 1 -1-109MADIS O N I I I L L C INST. N O . 8 2 0 7 15.24 A C R E S ZONIN G : R P USE: D W E L L I N G / OPEN S P A C E TM#: 63-A-125 RODRIGUEZ ARELLANO MARIA E INST. NO. 15688 0.09 ACRES ZONING: RA USE: DWELLING TM#: 63-3-B RATCHFORD KOBY MARTIN INST. NO. 20154 0.87 ACRES ZONING: RA USE: DWELLING TM#: 63-A-119 RUDY GLENN INST. NO. 7306 0.35 ACRES ZONING: RA USE: DWELLING TM#: 63-A-121 EFG INVESTMENTS LLC INST. NO. 0 3.86 ACRES ZONING: RA USE: DWELLING TM#:63-A-120 CONRAD STACEY MARIE INST. NO. 11859 1.00 ACRES ZONING: RA USE: DWELLING TM#: 63-A-122 EFG INVEST- MENTS LLC INST. NO. 0 0.50 ACRES ZONING: RA USE: DWELLING TM#: 63-A-122A EFG INVESTMENTS LLC INST. NO. 0 0.29 ACRES ZONING: RA USE: VACANT TM#: 63-A-116C EFG INVESTMENTS LLC INST. NO. 0 51.37 ACRES ZONING: RA USE: VACANT TM#: 64-A-12 R 150 SPE LLC C/O RYAN KEANE & MARIO KILIFARSKI INST. NO. 120008564 91.81 ACRES ZONING: R4 USE: VACANT TM#: 63-A-121A EFG INVESTMENTS LLC INST. NO. 0 0.65 ACRES ZONING: RA USE: VACANT TM#: 63-A-147 PAPERMILL FARM LLC INST. NO. 5952 1.00 ACRES ZONING: RP USE: DWELLING TM#: 63-A-146A ARELLANO JOSE M INST. NO. 28120 0.67 ACRES ZONING: RA USE: DWELLING TM#: 63D-1-1 PAPERMILL FARM LLC INST. NO. 5952 1.00 ACRES ZONING: RP USE: DWELLING EX BOUNDARY CURVE DATA 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVBOUNDARY INFORMATIONSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VAARBOR GLEN PHASE 1PHASE 1FUTURE PHASE 2 SCALE: 1" = 100' 100 0 100 200 LEGEND PUBLIC R/W PRIVATE R/W 1" = 100' 7 06/20/2025 KAS SDP #04-25 121 7826R.02 REV. NO.DATE 02 11-03-2025 3930INV3950INV2874INV2914INV730728732730 740 740 724720720GRID MERIDIANVA NORTH ZONE NAD83DDDDDDDDDDDDDDDDDDDDDDDDCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSDDCFSCFS #6(12")RIP-RAPDIVERSIONTEMPORARY 18" HDPEACCESS CULVERTRIP-RAPDIVERSIONRIP-RAPDIVERSIONTEMPORARY 24" HDPEACCESS CULVERTCFS #7(12")CFS #1(12")CFS #2(12")CFS #3 (24")CFS #4 (18")CFS #5 (12")CFS #25(12")CFS #26(12")TEMPORARY 24"HDPE SLOPE DRAINCFS #28(12")CFS #29(24")AREA TO CFS#25A=0.29 AC.AREA TO SB #1A=44.22 AC.AREA TO CFS#7A=0.37 AC.AREA TO CFS #1A=0.42 AC.AREA TO CFS #2A=0.10 AC.AREA TO CFS #3A=0.55 AC.AREA TO CFS #4A=0.43 AC.AREA TO CFS #5A=0.66 AC.AREA TO CFS#6A=1.03 AC.AREA TO CFS#26A=0.37 AC.AREA TO CFS#28A=0.25 AC.AREA TO CFS#29A=0.60 AC.CECESAFLCGLCGLCGSAFLCGLCGLCGLCGLCGLCGLCGLCGOPTSDTSDLCGX-SEC"3"X-SEC"2"INITIALSTAGINGAREAINITIAL LIMITS OFDISTURBANCENO DISTURBANCEALLOWED UNTIL ALLENVIRONMENTAL PERMITSARE OBTAINEDINITIAL LIMITS OFDISTURBANCEINITIAL LIMITS OFDISTURBANCESTORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)EXISTINGSTREAMSTREAMBUFFEREXISTINGWETLANDCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERFOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!1608004080SCALE: 1" = 80'E&S PHASE I SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA ARBOR GLEN PHASE 1 PHASE 1 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVMATCH LINE SHEET 9MATCH LINE SHEET10NO. KEY SYMBOL DESCRIPTIONEROSION/SEDIMENT CONTROL LEGENDCOMPOST FILTER SOCKC-PCM-05CFSSILT FENCEC-PCM-04SUPER SILT FENCEC-PCM-04SSFSFTEMPORARY DIVERSION DIKEC-ECM-04DDSAFETY FENCEC-PCM-01SAFCFSSFSSFROCK CHECK DAMSC-SCM-07TEMPORARY SLOPE DRAINC-ECM-12CDTSDSTORMWATER CONVEYANCECHANNELC-ECM-09SCCSTORM DRAIN INLETPROTECTIONC-SCM-04IPCULVERT INLET PROTECTIONC-SCM-05CIPTEMPORARY SEDIMENT BASINC-SCM-12SBOUTLET PROTECTIONC-ECM-15OPROCK FILTER OUTLETC-SCM-08RFOTEMPORARY GRAVELCONSTRUCTION ENTRANCEC-SCM-03CESTABILIZATION BLANKETSAND MATTINGC-SSM-05LIMITS OF CLEARING& GRADINGLCGDRAINAGE DIVIDESTSC-SSM-09TEMPORARY SEEDINGTSNO. KEY SYMBOL DESCRIPTIONPSC-SSM-10PERMANENT SEEDINGPSC-SCM-10DSDEWATERING STRUCTUREB/MCRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHEDAND TACKED WITHIN 14 DAYS AFTER START OF GRADING, ORSODDED AND PEGGED WITHIN 14 DAYS AFTER STARTDIVERSIONC-ECM-05DVNOT TO SCALECHANNEL SECTION "1" PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT:22.2 CFS--4.06 FPS10 YR STORM EVENT:30.6 CFS1.22'--CHANNEL SLOPE 2.0%n=0.0383:13:12.0'10 YR WSETRAPEZOID SWALEGRASS COVER W/TEMPEROSION CONTROLBLANKET NA GREEN S150NOT TO SCALECHANNEL SECTION "2" PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT:17.79 CFS--2.97 FPS10 YR STORM EVENT:24.53 CFS1.29'--CHANNEL SLOPE 1.0%n=0.0382.0'10 YR WSETRAPEZOID SWALERIP-RAP CL AI3:13:1NOT TO SCALECHANNEL SECTION "3" PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT:7.53 CFS--2.37 FPS10 YR STORM EVENT:10.40 CFS0.87'--CHANNEL SLOPE 1.0%n=0.0382.0'10 YR WSETRAPEZOID SWALERIP-RAP CL AI3:13:1NOTE:FHWA HYDRAULIC TOOLBOX 5.4SOFTWARE USED TO GENERATECHANNEL COMPUTATIONS.DIVERSION BERMNOTES:1.CONTRACTOR TO PROTECT CRITICAL AREAS (EXISTING STREAM & WETLANDS) FROMDISTURBANCE AND SEDIMENT.2.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2).3.PERIMETER CONTROLS ARE TO BE COMPLETELY INSTALLED PRIOR TO STARTINGCONSTRUCTION OF SEDIMENT TRAPS AND SEDIMENT BASINS.4.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADED.5.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA IS NOT TO BE DISTURBEDDURING CONSTRUCTION AND SHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.6.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS,RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUMCONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED INACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'SGEOTECHNICAL ENGINEER.7.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATERTHAN 10' PER VDOT REQUIREMENTS.1" = 80'806/20/2025KASSDP #04-251217826R.02REV. NO.DATE0109-24-2025 3950INV2874INV2914INV730728732730 718720722724724722720740 708709710713.1720722724726728730732734 7307287267247227207187167147147147157157157167227227207187167147127227227207207187167187247227207207187187167187207227247167187207227247167167147147 1 2 710720716712714710712714716718720722724726728730732734736710710712712712709710712720718716714713.1712718 728732730730718720GRID MERIDIANVA NORTH ZONE NAD83GRID MERIDIANVA NORTH ZONE NAD83CDDDDDDDDDDDDDDDDDDDDDDDCDCDDDDDDDDDCDCDCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSDDCFSCFS #6(12")RIP-RAPDIVERSIONCFS #9(12")RIP-RAPDIVERSIONRIP-RAPDIVERSIONPROP. DITCH(SCC)CFS #7(12")DRY STORAGEELEV=731.4WET STORAGEELEV=729.4TEMPORARY 24" HDPESLOPE DRAINREMOVE &REPLACE ASNECESSARY TOINSTALL UTILITIESCFS #3 (24")CFS #4 (18")CFS #5 (12")CFS #8(12")CFS #9(12")CFS #10 (12")CFS #11 (12")CFS #12 (12")CFS #13(12")CFS #14(12")CFS #15(12")CFS #16(12")CFS #17(12")CFS #18(12")CFS #19(0.33 AC)(18")CFS #20(12")CFS #21(12")CFS #25(12")CFS #27(12")CFS #26(12")STAGINGAREASEDIMENTBASIN #2AREA TO CFS#20A=0.57 AC.AREA TO SB #1A=44.22 AC.SEDIMENTBASIN #1TSTSTSPSAREA TO CFS#7A=0.37 AC.AREA TO ST #1A=2.42 AC.AREA TO CFS #3A=0.55 AC.AREA TO CFS #4A=0.43 AC.AREA TO CFS #5A=0.66 AC.AREA TO CFS#6A=1.03 AC.AREA TO CFS#9A=0.08 AC.AREA TO CFS#10A=0.04 AC.AREA TO CFS#8A=0.14 AC.AREA TO CFS#11A=0.07 AC.AREA TO CFS#12A=0.04 AC.AREA TO CFS#13A=0.06 AC.AREA TO CFS#14A=0.09 AC.AREA TO CFS#15A=0.08 AC.AREA TO CFS#16A=0.33 AC.AREA TO CFS#17A=0.28 AC.AREA TO CFS#18A=0.38 AC.AREA TOCFS#21A=0.29 AC.AREA TO CFS#27A=2.26 AC.CECESAFOPLCGLCGLCGSCCLCGLCGLCGLCGSAFSFSFSFSFST#1SFSFSFSFOPLCGLCGLCGLCGLCGLCGLCGLCGLCGTSDTSDX-SEC"1"X-SEC"2"PSPSINITIALSTAGINGAREAINITIAL LIMITS OFDISTURBANCENO DISTURBANCEALLOWED UNTIL ALLINITIAL LIMITS OFDISTURBANCEINITIAL LIMITS OFDISTURBANCEINITIAL LIMITS OFDISTURBANCEINITIAL LIMITS OFDISTURBANCEOPSTORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)STORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)STORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)STORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)EXISTINGSTREAMSTREAMBUFFEREXISTINGSTREAMSTREAMBUFFEREXISTINGWETLAND151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERFOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!1608004080SCALE: 1" = 80'E&S PHASE I SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA ARBOR GLEN PHASE 1 PHASE 1 NO. KEY SYMBOL DESCRIPTIONEROSION/SEDIMENT CONTROL LEGENDCOMPOST FILTER SOCKC-PCM-05CFSSILT FENCEC-PCM-04SUPER SILT FENCEC-PCM-04SSFSFTEMPORARY DIVERSION DIKEC-ECM-04DDSAFETY FENCEC-PCM-01SAFCFSSFSSFROCK CHECK DAMSC-SCM-07TEMPORARY SLOPE DRAINC-ECM-12CDTSDSTORMWATER CONVEYANCECHANNELC-ECM-09SCCSTORM DRAIN INLETPROTECTIONC-SCM-04IPCULVERT INLET PROTECTIONC-SCM-05CIPTEMPORARY SEDIMENT BASINC-SCM-12SBOUTLET PROTECTIONC-ECM-15OPROCK FILTER OUTLETC-SCM-08RFOTEMPORARY GRAVELCONSTRUCTION ENTRANCEC-SCM-03CESTABILIZATION BLANKETSAND MATTINGC-SSM-05LIMITS OF CLEARING& GRADINGLCGDRAINAGE DIVIDESTSC-SSM-09TEMPORARY SEEDINGTSNO. KEY SYMBOL DESCRIPTIONPSC-SSM-10PERMANENT SEEDINGPSC-SCM-10DSDEWATERING STRUCTUREB/MCRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHEDAND TACKED WITHIN 14 DAYS AFTER START OF GRADING, ORSODDED AND PEGGED WITHIN 14 DAYS AFTER STARTDIVERSIONC-ECM-05DVMATCH LINE SHEET 8MATCH LINE SHEET 10NOTES:1.CONTRACTOR TO PROTECT CRITICAL AREAS (EXISTING STREAM & WETLANDS) FROM DISTURBANCE AND SEDIMENT.2.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2).3.PERIMETER CONTROLS ARE TO BE COMPLETELY INSTALLED PRIOR TO STARTING CONSTRUCTION OF SEDIMENTTRAPS AND SEDIMENT BASINS.4.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADED.5.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA IS NOT TO BE DISTURBED DURING CONSTRUCTIONAND SHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSION AND SEDIMENT CONTROL MEASURES.6.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.),PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS. ALL CONTROLLEDFILLS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THEDEVELOPER'S GEOTECHNICAL ENGINEER.7.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATER THAN 10' PER VDOTREQUIREMENTS.1" = 80'906/20/2025KASSDP #04-251217826R.02REV. NO.DATE0109-24-2025 3930INV3950INV2874INV2914INV730728732730 718720722724724722720740 740 718720GRID MERIDIANVA NORTH ZONE NAD83DDDDDDDDDDDDDDDDDDDDDDDDDDCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSDDCFSCFS #23(12")CFS #24(12")RIP-RAPDIVERSIONCFS #9(12")TEMPORARY 18" HDPEACCESS CULVERTRIP-RAPDIVERSIONRIP-RAPDIVERSIONTEMPORARY 24" HDPEACCESS CULVERTCFS #22(12")RIP-RAPDIVERSIONTEMPORARY 24" HDPESLOPE DRAINREMOVE &REPLACE ASNECESSARY TOINSTALL UTILITIESCFS #4 (18")CFS #18(12")CFS #19(0.33 AC)(18")CFS #20(12")CFS #21(12")CFS #25(12")CFS #27(12")CFS #26(12")STAGINGAREATEMPORARY 24"HDPE SLOPE DRAINEND OF EX. PIPE NOT FOUND.CONTRACTOR TO TEST PIT ORUSE OTHER MEANS TO FIND ENDOF PIPE AND NOTIFY ENGINEER.CFS #28(12")CFS #29(24")CFS #31(12")CFS #30(18")CFS #32(12")CFS #33(12")CFS #34(12")AREA TO CFS#22A=0.50 AC.AREA TO CFS#23A=0.33 AC.SEDIMENTBASIN #2AREA TO CFS#20A=0.57 AC.AREA TO CFS#25A=0.29 AC.AREA TO CFS #3A=0.55 AC.AREA TO CFS #4A=0.43 AC.AREA TO CFS #5A=0.66 AC.AREA TOCFS#21A=0.29 AC.AREA TO CFS#24A=0.88 AC.AREA TO CFS#26A=0.37 AC.AREA TO CFS#27A=2.26 AC.AREA TO CFS#28A=0.25 AC.AREA TO CFS#29A=0.60 AC.AREA TO CFS#30A=0.14 AC.AREA TO CFS#31A=0.48 AC.AREA TO CFS#32A=0.73 AC.AREA TO CFS#33A=0.46 AC.AREA TO CFS#34A=0.11 AC.CECESAFOPLCGLCGSFSFSFOPLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGOPTSDTSDTSDLCGX-SEC"3"X-SEC"2"INITIALSTAGINGAREAINITIAL LIMITS OFDISTURBANCEINITIAL LIMITS OFDISTURBANCESTORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)STORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)RUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)EXISTINGWETLANDEXISTINGWETLANDCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERFOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!1608004080SCALE: 1" = 80'E&S PHASE I SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA ARBOR GLEN PHASE 1 PHASE 1 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVNO. KEY SYMBOL DESCRIPTIONEROSION/SEDIMENT CONTROL LEGENDCOMPOST FILTER SOCKC-PCM-05CFSSILT FENCEC-PCM-04SUPER SILT FENCEC-PCM-04SSFSFTEMPORARY DIVERSION DIKEC-ECM-04DDSAFETY FENCEC-PCM-01SAFCFSSFSSFROCK CHECK DAMSC-SCM-07TEMPORARY SLOPE DRAINC-ECM-12CDTSDSTORMWATER CONVEYANCECHANNELC-ECM-09SCCSTORM DRAIN INLETPROTECTIONC-SCM-04IPCULVERT INLET PROTECTIONC-SCM-05CIPTEMPORARY SEDIMENT BASINC-SCM-12SBOUTLET PROTECTIONC-ECM-15OPROCK FILTER OUTLETC-SCM-08RFOTEMPORARY GRAVELCONSTRUCTION ENTRANCEC-SCM-03CESTABILIZATION BLANKETSAND MATTINGC-SSM-05LIMITS OF CLEARING& GRADINGLCGDRAINAGE DIVIDESTSC-SSM-09TEMPORARY SEEDINGTSNO. KEY SYMBOL DESCRIPTIONPSC-SSM-10PERMANENT SEEDINGPSC-SCM-10DSDEWATERING STRUCTUREB/MCRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHEDAND TACKED WITHIN 14 DAYS AFTER START OF GRADING, ORSODDED AND PEGGED WITHIN 14 DAYS AFTER STARTDIVERSIONC-ECM-05DVMATCH LINE SHEET 9MATCH LINE SHEET 8 NOTES:1.CONTRACTOR TO PROTECT CRITICAL AREAS (EXISTING STREAM & WETLANDS) FROMDISTURBANCE AND SEDIMENT.2.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2).3.PERIMETER CONTROLS ARE TO BE COMPLETELY INSTALLED PRIOR TO STARTINGCONSTRUCTION OF SEDIMENT TRAPS AND SEDIMENT BASINS.4.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADED.5.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA IS NOT TO BE DISTURBEDDURING CONSTRUCTION AND SHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.6.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS,RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUMCONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED INACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'SGEOTECHNICAL ENGINEER.7.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATERTHAN 10' PER VDOT REQUIREMENTS.1" = 80'1006/20/2025KASSDP #04-251217826R.02REV. NO.DATE0109-24-2025 GRID MERIDIANVA NORTH ZONE NAD83OPOPPHASE 2 DRAINAGE AREAFOR COMPUTATIONALPURPOSESCFS #6(12")CFS #7(12")CFS #1(12")CFS #2(12")CFS #3 (24")CFS #4 (18")CFS #5 (12")CFS #25(12")CFS #26(12")CFS #28(12")CFS #29(24")CFSCFSCFSCFSCFSCFSCFSCFSCFSDDTEMPORARY 24" HDPEACCESS CULVERTCFS66c66b666564a6465a6059a58575654484741d227a1111a1213161717b17a20c20d20e23242525a262727a293030a333434a34b34c3536383954a54b54d54h54i20b44a46c5966a46a52b41b41e31a281054k54e54f54g54j65b69717261a61555352a5246b45464950513230b43443141f41c41a4270CFS54cCFSTO STR. #20dDA=0.42 AcC=0.54TO STR. #22DA=0.13 AcC=0.81TO STR. #41cDA=0.55 AcC=0.77 TO STR. #23DA=0.56 AcC=0.78TO STR. #20eDA=0.38 AcC=0.49TO STR. #24DA=0.25 AcC=0.80TO STR. #7aDA=0.39 AcC=0.73TO STR. #25aDA=0.55 AcC=0.46TO STR. #41dDA=0.04 AcC=0.45TO STR. #41fDA=0.25 AcC=0.72TO STR. #25DA=0.34 AcC=0.53TO STR. #26DA=0.17 AcC=0.40TO STR. #27DA=0.51 AcC=0.63TO STR. #27aDA=0.18 AcC=0.37TO STR. #28DA=0.02 AcC=0.30TO STR. #29DA=0.02 AcC=0.90TO STR. #11aDA=0.25 AcC=0.80TO STR. #30aDA=0.03 AcC=0.70TO STR. #31DA=0.02 AcC=0.70TO STR. #30bDA=0.07 AcC=0.30TO STR. #50DA=0.74 AcC=0.69TO STR. #31aDA=0.26 AcC=0.72TO STR. #34cDA=0.40 AcC=0.74TO STR. #54aDA=0.20 AcC=0.73TO STR. #56DA=0.32 AcC=0.45TO STR. #52bDA=0.25 AcC=0.76TO STR. #17DA=0.11 AcC=0.74TO STR. #16DA=0.12 AcC=0.65TO STR. #15DA=0.13 AcC=0.62TO STR. #17bDA=0.07 AcC=0.40TO STR. #59aDA=0.14 AcC=0.69TO STR. #57DA=0.25 AcC=0.44TO STR. #60DA=0.27 AcC=0.68TO STR. #35DA=0.41 AcC=0.55TO STR. #58DA=0.05 AcC=0.54TO STR. #34aDA=0.06 AcC=0.30TO STR. #64aDA=0.29 AcC=0.72TO STR. #61DA=0.54 AcC=0.30TO STR. #39DA=0.41 AcC=0.78TO STR. #36DA=0.22 AcC=0.68TO STR. #65bDA=0.06 AcC=0.80TO STR. #54jDA=0.02 AcC=0.30TO STR. #64DA=0.03 AcC=0.75TO STR. #65DA=0.08 AcC=0.83TO STR. #66DA=0.08 AcC=0.83TO STR. #61aDA=0.16 AcC=0.75TO STR. #66aDA=0.16 AcC=0.51TO STR. #30DA=0.01 AcC=0.74TO STR. #17aDA=0.10 AcC=0.78TO STR. #54cDA=0.21 AcC=0.77TO STR. #54dDA=0.01 AcC=0.76TO STR. #54bDA=0.09 AcC=0.73TO STR. #59DA=1.00 AcC=0.72TO STR. #54DA=0.22 AcC=0.38TO STR. #72DA=0.31 AcC=0.77TO STR. #54kDA=0.11 AcC=0.30TO STR. #54eDA=0.07 AcC=0.30TO STR. #54fDA=0.05 AcC=0.30TO STR. #54gDA=0.05 AcC=0.30TO STR. #54hDA=0.03 AcC=0.30TO STR. #54iDA=0.09 AcC=0.30TO STR. #65aDA=0.06 AcC=0.72TO STR. #34DA=0.84 AcC=0.39TO STR. #34bDA=0.36 AcC=0.73TO STR. #52aDA=0.50 AcC=0.69TO STR. #55DA=0.17 AcC=0.44TO STR. #53DA=0.47 AcC=0.66TO STR. #52DA=0.06 AcC=0.62TO STR. #46bDA=0.35 AcC=0.74TO STR. #46cDA=0.19 AcC=0.69TO STR. #46aDA=0.14 AcC=0.74TO STR. #45DA=0.15 AcC=0.77TO STR. #46DA=0.20 AcC=0.63TO STR. #51DA=0.01 AcC=0.60TO STR. #32DA=0.50 AcC=0.41TO STR. #33DA=0.60 AcC=0.40TO STR. #47DA=0.67 AcC=0.38TO STR. #44aDA=0.31 AcC=0.71TO STR. #43DA=0.09 AcC=0.30TO STR. #41eDA=0.56 AcC=0.78TO STR. #13DA=0.55 AcC=0.64 TO STR. #20fDA=0.09 AcC=0.30TO STR. #20bDA=0.37 AcC=0.77TO STR. #41aDA=0.04 AcC=0.30TO STR. #13aDA=0.51 AcC=0.77TO STR. #10DA=0.60 AcC=0.78TO STR. #12DA=0.39 AcC=0.52TO STR. #11DA=0.47 AcC=0.49TO STR. #70DA=11.33 AcC=0.3566eIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPCFSLCGLCGLCGLCGSAFCETSDLCGLCGLCGTO STR. #38DA=0.48 AcC=0.73IPIPIPIPIPIPIPIPSFSFSFSFSFIPIPTO STR. #48DA=0.66 AcC=0.38TO STR. #49DA=0.04 AcC=0.30STORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)TO STR. #66cDA=0.16 AcC=0.83OPIPIPTO STR. #66bDA=0.06 AcC=0.84TO STR. #66eDA=0.17 AcC=0.5072A72BTO STR. #72ADA=0.02 AcC=0.90TO STR. #72BDA=0.2 AcC=0.81OP151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERFOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !!1608004080SCALE: 1" = 80'E&S PHASE II SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA ARBOR GLEN PHASE 1 PHASE 1 NO. KEY SYMBOL DESCRIPTIONEROSION/SEDIMENT CONTROL LEGENDCOMPOST FILTER SOCKC-PCM-05CFSSILT FENCEC-PCM-04SUPER SILT FENCEC-PCM-04SSFSFTEMPORARY DIVERSION DIKEC-ECM-04DDSAFETY FENCEC-PCM-01SAFCFSSFSSFROCK CHECK DAMSC-SCM-07TEMPORARY SLOPE DRAINC-ECM-12CDTSDSTORMWATER CONVEYANCECHANNELC-ECM-09SCCSTORM DRAIN INLETPROTECTIONC-SCM-04IPCULVERT INLET PROTECTIONC-SCM-05CIPTEMPORARY SEDIMENT BASINC-SCM-12SBOUTLET PROTECTIONC-ECM-15OPROCK FILTER OUTLETC-SCM-08RFOTEMPORARY GRAVELCONSTRUCTION ENTRANCEC-SCM-03CESTABILIZATION BLANKETSAND MATTINGC-SSM-05LIMITS OF CLEARING& GRADINGLCGDRAINAGE DIVIDESPSC-SSM-09TEMPORARY SEEDINGTSNO. KEY SYMBOL DESCRIPTIONPSC-SSM-10PERMANENT SEEDINGPSC-SCM-10DSDEWATERING STRUCTUREB/MCRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHEDAND TACKED WITHIN 14 DAYS AFTER START OF GRADING, ORSODDED AND PEGGED WITHIN 14 DAYS AFTER STARTMATCH LINE SHEET 13MATCH LINE SHEET 12NOTES:1.CONTRACTOR TO PROTECT CRITICAL AREAS (EXISTING STREAM & WETLANDS) FROMDISTURBANCE AND SEDIMENT.2.ADDITIONAL GRADING AND/OR E&S CONTROLS, AT THE DISCRETION OF THE INSPECTOR, MAYBE REQUIRED TO MAINTAIN PROPER DRAINAGE PATTERNS AND TO PREVENT SEDIMENT FROMENTERING FINISHED LOTS.3.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2).4.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADED.5.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA IS NOT TO BE DISTURBEDDURING CONSTRUCTION AND SHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.6.STORMWATER QUALITY (BMP) FEATURES SHALL NOT BE CONSTRUCTED UNTIL ALL UPSTREAMDRAINAGE IS FULLY STABILIZED WITH PERMANENT GROUND COVER TO PREVENT CLOGGING OFBMP QUALITY FEATURES.7.EXISTING BMP'S TO REMAIN PROTECTED FROM SEDIMENT AT ALL TIMES.8.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS,RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUMCONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED INACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'SGEOTECHNICAL ENGINEER.9.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATERTHAN 10' PER VDOT REQUIREMENTS.1" = 80'1106/20/2025KASSDP #04-251217826R.02REV. NO.DATE0109-24-2025 DDOPOPOPOPOPGRID MERIDIANVA NORTH ZONE NAD83718720722724724722718720STAGING AREACFS #6(12")CFS #7(12")CFS #3 (24")CFS #4 (18")CFS #5 (12")CFS #8(12")CFS #9(12")CFS #10 (12")CFS #11 (12")CFS #12 (12")CFS #13(12")CFS #14(12")CFS #15(12")CFS #16(12")CFS #17(12")CFS #19(0.33 AC)(18")CFS #20(12")CFS #21(12")CFS #25(12")CFS #27(12")CFS #26(12")CFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSDDDDDDCFS6564a6465a6059a58575654484741d22127a71111a121313a1515a161717b17a20f20c20d20e23242525a262727a293030a333434a34b34c3536383974b74a747777a54a54b54d54h54i414a320a20b44a46c5946a52b99a402121a2041b40a41e31a281054k54e54f54g54j65b61a61555352a5246b45464950513230b43443141f41c41a1a676842458676755a73CFS54cTO STR. #68DA=0.54 AcC=0.79TO STR. #2DA=1.48 AcC=0.75TO STR. #3DA=0.14 AcC=0.74TO STR. #20dDA=0.42 AcC=0.54TO STR. #22DA=0.13 AcC=0.81TO STR. #41cDA=0.55 AcC=0.77 TO STR. #23DA=0.56 AcC=0.78TO STR. #20eDA=0.38 AcC=0.49TO STR. #24DA=0.25 AcC=0.80TO STR. #6DA=0.35 AcC=0.59TO STR. #21aDA=0.06 AcC=0.30TO STR. #7aDA=0.39 AcC=0.73TO STR. #25aDA=0.55 AcC=0.46TO STR. #8DA=0.20 AcC=0.33TO STR. #41dDA=0.04 AcC=0.45TO STR. #41fDA=0.25 AcC=0.72TO STR. #25DA=0.34 AcC=0.53TO STR. #26DA=0.17 AcC=0.40TO STR. #27DA=0.51 AcC=0.63TO STR. #9DA=0.49 AcC=0.50TO STR. #27aDA=0.18 AcC=0.37TO STR. #9aDA=0.24 AcC=0.55TO STR. #28DA=0.02 AcC=0.30TO STR. #29DA=0.02 AcC=0.90TO STR. #11aDA=0.25 AcC=0.80TO STR. #30aDA=0.03 AcC=0.70TO STR. #31DA=0.02 AcC=0.70TO STR. #30bDA=0.07 AcC=0.30TO STR. #50DA=0.74 AcC=0.69TO STR. #31aDA=0.26 AcC=0.72TO STR. #34cDA=0.40 AcC=0.74TO STR. #74aDA=0.30 AcC=0.63TO STR. #54aDA=0.20 AcC=0.73TO STR. #56DA=0.32 AcC=0.45TO STR. #52bDA=0.25 AcC=0.76TO STR. #17DA=0.11 AcC=0.74TO STR. #16DA=0.12 AcC=0.65TO STR. #15DA=0.13 AcC=0.62TO STR. #74bDA=0.08 AcC=0.77TO STR. #17bDA=0.07 AcC=0.40TO STR. #59aDA=0.14 AcC=0.69TO STR. #57DA=0.25 AcC=0.44TO STR. #60DA=0.27 AcC=0.68TO STR. #35DA=0.41 AcC=0.55TO STR. #58DA=0.05 AcC=0.54TO STR. #34aDA=0.06 AcC=0.30TO STR. #64aDA=0.29 AcC=0.72TO STR. #61DA=0.54 AcC=0.30TO STR. #39DA=0.41 AcC=0.78TO STR. #36DA=0.22 AcC=0.68TO STR. #65bDA=0.06 AcC=0.80TO STR. #54jDA=0.02 AcC=0.30TO STR. #64DA=0.03 AcC=0.75TO STR. #61aDA=0.16 AcC=0.75TO STR. #15aDA=0.09 AcC=0.77TO STR. #30DA=0.01 AcC=0.74TO STR. #17aDA=0.10 AcC=0.78TO STR. #54cDA=0.21 AcC=0.77TO STR. #54dDA=0.01 AcC=0.76TO STR. #54bDA=0.09 AcC=0.73TO STR. #59DA=1.00 AcC=0.72TO STR. #54DA=0.22 AcC=0.38TO STR. #54kDA=0.11 AcC=0.30TO STR. #54eDA=0.07 AcC=0.30TO STR. #54fDA=0.05 AcC=0.30TO STR. #54gDA=0.05 AcC=0.30TO STR. #54hDA=0.03 AcC=0.30TO STR. #54iDA=0.09 AcC=0.30TO STR. #34DA=0.84 AcC=0.39TO STR. #34bDA=0.36 AcC=0.73TO STR. #74DA=0.42 AcC=0.57TO STR. #52aDA=0.50 AcC=0.69TO STR. #55DA=0.17 AcC=0.44TO STR. #53DA=0.47 AcC=0.66TO STR. #52DA=0.06 AcC=0.62TO STR. #46bDA=0.35 AcC=0.74TO STR. #46cDA=0.19 AcC=0.69TO STR. #46aDA=0.14 AcC=0.74TO STR. #45DA=0.15 AcC=0.77TO STR. #46DA=0.20 AcC=0.63TO STR. #51DA=0.01 AcC=0.60TO STR. #32DA=0.50 AcC=0.41TO STR. #33DA=0.60 AcC=0.40TO STR. #47DA=0.67 AcC=0.38TO STR. #44aDA=0.31 AcC=0.71TO STR. #43DA=0.09 AcC=0.30TO STR. #41eDA=0.56 AcC=0.78TO STR. #13DA=0.55 AcC=0.64 TO STR. #20fDA=0.09 AcC=0.30TO STR. #20bDA=0.37 AcC=0.77TO STR. #1aDA=0.12 AcC=0.42TO STR. #20aDA=0.06 AcC=0.30TO STR. #40aDA=0.02 AcC=0.45TO STR. #41aDA=0.04 AcC=0.30TO STR. #42DA=0.04 AcC=0.30TO STR. #4aDA=0.46 AcC=0.72TO STR. #5aDA=0.82 AcC=0.72TO STR. #77DA=0.59 AcC=0.73TO STR. #75DA=0.82 AcC=0.72TO STR. #77aDA=0.09 AcC=0.50TO STR. #76DA=0.36 AcC=0.69TO STR. #13aDA=0.51 AcC=0.77TO STR. #10DA=0.60 AcC=0.78TO STR. #12DA=0.39 AcC=0.52TO STR. #11DA=0.47 AcC=0.49TO STR. #73DA=0.12 AcC=0.80SEDIMENTBASIN #2IPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPCFSLCGLCGLCGLCGLCGLCGLCGSAFOPCESFSFSFSFSFSFSFSFTSDLCGLCGLCGLCGIPIPIPIPIPIPSFSFIPIPTO STR. #48DA=0.66 AcC=0.38TO STR. #49DA=0.04 AcC=0.30STORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)STORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)OPOPIPIP14TO STR. #41DA=0.16 AcC=0.45OPOP151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERFOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !!1608004080SCALE: 1" = 80'E&S PHASE II SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA ARBOR GLEN PHASE 1 PHASE 1 NO. KEY SYMBOL DESCRIPTIONEROSION/SEDIMENT CONTROL LEGENDCOMPOST FILTER SOCKC-PCM-05CFSSILT FENCEC-PCM-04SUPER SILT FENCEC-PCM-04SSFSFTEMPORARY DIVERSION DIKEC-ECM-04DDSAFETY FENCEC-PCM-01SAFCFSSFSSFROCK CHECK DAMSC-SCM-07TEMPORARY SLOPE DRAINC-ECM-12CDTSDSTORMWATER CONVEYANCECHANNELC-ECM-09SCCSTORM DRAIN INLETPROTECTIONC-SCM-04IPCULVERT INLET PROTECTIONC-SCM-05CIPTEMPORARY SEDIMENT BASINC-SCM-12SBOUTLET PROTECTIONC-ECM-15OPROCK FILTER OUTLETC-SCM-08RFOTEMPORARY GRAVELCONSTRUCTION ENTRANCEC-SCM-03CESTABILIZATION BLANKETSAND MATTINGC-SSM-05LIMITS OF CLEARING& GRADINGLCGDRAINAGE DIVIDESPSC-SSM-09TEMPORARY SEEDINGTSNO. KEY SYMBOL DESCRIPTIONPSC-SSM-10PERMANENT SEEDINGPSC-SCM-10DSDEWATERING STRUCTUREB/MCRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHEDAND TACKED WITHIN 14 DAYS AFTER START OF GRADING, ORSODDED AND PEGGED WITHIN 14 DAYS AFTER STARTMATCH LINE SHEET 11MATCH LINE SHEET 13NOTES:1.TO PROTECT CRITICAL AREAS (EXISTING STREAM & WETLANDS) FROM DISTURBANCE ANDSEDIMENT.2.ADDITIONAL GRADING AND/OR E&S CONTROLS, AT THE DISCRETION OF THE INSPECTOR, MAYBE REQUIRED TO MAINTAIN PROPER DRAINAGE PATTERNS AND TO PREVENT SEDIMENT FROMENTERING FINISHED LOTS.3.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2).4.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADED.5.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA IS NOT TO BE DISTURBEDDURING CONSTRUCTION AND SHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.6.STORMWATER QUALITY (BMP) FEATURES SHALL NOT BE CONSTRUCTED UNTIL ALL UPSTREAMDRAINAGE IS FULLY STABILIZED WITH PERMANENT GROUND COVER TO PREVENT CLOGGING OFBMP QUALITY FEATURES.7.EXISTING BMP'S TO REMAIN PROTECTED FROM SEDIMENT AT ALL TIMES.8.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS,RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUMCONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED INACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'SGEOTECHNICAL ENGINEER.9.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATERTHAN 10' PER VDOT REQUIREMENTS.1" = 80'1206/20/2025KASSDP #04-251217826R.02REV. NO.DATE0109-24-2025 GRID MERIDIANVA NORTH ZONE NAD83718720722724724722718720STAGING AREAPHASE 2 DRAINAGE AREAFOR COMPUTATIONALPURPOSESCFS #23(12")CFS #24(12")CFS #22(12")CFS #4 (18")CFS #19(0.33 AC)(18")CFS #20(12")CFS #21(12")CFS #25(12")CFS #27(12")CFS #26(12")CFS #28(12")CFS #29(24")CFS #31(12")CFS #30(18")CFS #32(12")CFS #33(12")CFS #34(12")CFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSDDDDDDTEMPORARY 24" HDPEACCESS CULVERTCFS66c66b666564a6465a6059a585756121313a1515a161717b17a333434a34b34c3536383974b74a7454b54d54h54i5966a52b31a54e54f54g54j65b61a6173CFS54cCFSTO STR. #34cDA=0.40 AcC=0.74TO STR. #74aDA=0.30 AcC=0.63TO STR. #54aDA=0.20 AcC=0.73TO STR. #56DA=0.32 AcC=0.45TO STR. #52bDA=0.25 AcC=0.76TO STR. #17DA=0.11 AcC=0.74TO STR. #16DA=0.12 AcC=0.65TO STR. #15DA=0.13 AcC=0.62TO STR. #74bDA=0.08 AcC=0.77TO STR. #17bDA=0.07 AcC=0.40TO STR. #59aDA=0.14 AcC=0.69TO STR. #57DA=0.25 AcC=0.44TO STR. #60DA=0.27 AcC=0.68TO STR. #35DA=0.41 AcC=0.55TO STR. #58DA=0.05 AcC=0.54TO STR. #34aDA=0.06 AcC=0.30TO STR. #64aDA=0.29 AcC=0.72TO STR. #61DA=0.54 AcC=0.30TO STR. #39DA=0.41 AcC=0.78TO STR. #36DA=0.22 AcC=0.68TO STR. #65bDA=0.06 AcC=0.80TO STR. #54jDA=0.02 AcC=0.30TO STR. #64DA=0.03 AcC=0.75TO STR. #65DA=0.08 AcC=0.83TO STR. #66DA=0.08 AcC=0.83TO STR. #61aDA=0.16 AcC=0.75TO STR. #66aDA=0.16 AcC=0.51TO STR. #15aDA=0.09 AcC=0.77TO STR. #17aDA=0.10 AcC=0.78TO STR. #54cDA=0.21 AcC=0.77TO STR. #54dDA=0.01 AcC=0.76TO STR. #54bDA=0.09 AcC=0.73TO STR. #59DA=1.00 AcC=0.72TO STR. #54kDA=0.11 AcC=0.30TO STR. #54eDA=0.07 AcC=0.30TO STR. #54fDA=0.05 AcC=0.30TO STR. #54gDA=0.05 AcC=0.30TO STR. #54hDA=0.03 AcC=0.30TO STR. #54iDA=0.09 AcC=0.30TO STR. #65aDA=0.06 AcC=0.72TO STR. #66dDA=0.19 AcC=0.77TO STR. #34DA=0.84 AcC=0.39TO STR. #34bDA=0.36 AcC=0.73TO STR. #74DA=0.42 AcC=0.57TO STR. #13DA=0.55 AcC=0.64TO STR. #77DA=0.59 AcC=0.73TO STR. #73DA=0.12 AcC=0.80SEDIMENTBASIN #297CFS9866d66eIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPLCGLCGSAFLCGLCGOPCESFSFSFTSDLCGTO STR. #38DA=0.48 AcC=0.73IPIPIPIPIPIPIPSFSFSFSFOPTO STR. #98DA=0.47 AcC=0.51STORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)STORMWATER QUALITY VRRMRUNOFF REDUCTION COMPLIANCE(PROTECTED FOREST/OPEN SPACE)TO STR. #66cDA=0.16 AcC=0.83OPIP14TO STR. #66bDA=0.06 AcC=0.84TO STR. #66eDA=0.17 AcC=0.50OPOPCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERFOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !!1608004080SCALE: 1" = 80'E&S PHASE II SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA ARBOR GLEN PHASE 1 PHASE 1 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVNO. KEY SYMBOL DESCRIPTIONEROSION/SEDIMENT CONTROL LEGENDCOMPOST FILTER SOCKC-PCM-05CFSSILT FENCEC-PCM-04SUPER SILT FENCEC-PCM-04SSFSFTEMPORARY DIVERSION DIKEC-ECM-04DDSAFETY FENCEC-PCM-01SAFCFSSFSSFROCK CHECK DAMSC-SCM-07TEMPORARY SLOPE DRAINC-ECM-12CDTSDSTORMWATER CONVEYANCECHANNELC-ECM-09SCCSTORM DRAIN INLETPROTECTIONC-SCM-04IPCULVERT INLET PROTECTIONC-SCM-05CIPTEMPORARY SEDIMENT BASINC-SCM-12SBOUTLET PROTECTIONC-ECM-15OPROCK FILTER OUTLETC-SCM-08RFOTEMPORARY GRAVELCONSTRUCTION ENTRANCEC-SCM-03CESTABILIZATION BLANKETSAND MATTINGC-SSM-05LIMITS OF CLEARING& GRADINGLCGDRAINAGE DIVIDESPSC-SSM-09TEMPORARY SEEDINGTSNO. KEY SYMBOL DESCRIPTIONPSC-SSM-10PERMANENT SEEDINGPSC-SCM-10DSDEWATERING STRUCTUREB/MCRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHEDAND TACKED WITHIN 14 DAYS AFTER START OF GRADING, ORSODDED AND PEGGED WITHIN 14 DAYS AFTER STARTNO. KEY SYMBOL DESCRIPTIONEROSION/SEDIMENT CONTROL LEGENDCOMPOST FILTER SOCKC-PCM-05CFSSILT FENCEC-PCM-04SUPER SILT FENCEC-PCM-04SSFSFTEMPORARY DIVERSION DIKEC-ECM-04DDSAFETY FENCEC-PCM-01SAFCFSSFSSFROCK CHECK DAMSC-SCM-07TEMPORARY SLOPE DRAINC-ECM-12CDTSDSTORMWATER CONVEYANCECHANNELC-ECM-09SCCSTORM DRAIN INLETPROTECTIONC-SCM-04IPCULVERT INLET PROTECTIONC-SCM-05CIPTEMPORARY SEDIMENT BASINC-SCM-12SBOUTLET PROTECTIONC-ECM-15OPROCK FILTER OUTLETC-SCM-08RFOTEMPORARY GRAVELCONSTRUCTION ENTRANCEC-SCM-03CESTABILIZATION BLANKETSAND MATTINGC-SSM-05LIMITS OF CLEARING& GRADINGLCGDRAINAGE DIVIDESPSC-SSM-09TEMPORARY SEEDINGTSNO. KEY SYMBOL DESCRIPTIONPSC-SSM-10PERMANENT SEEDINGPSC-SCM-10DSDEWATERING STRUCTUREB/MCRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHEDAND TACKED WITHIN 14 DAYS AFTER START OF GRADING, ORSODDED AND PEGGED WITHIN 14 DAYS AFTER STARTMATCH LINE SHEET 12MATCH LINE SHEET 11NOTES:1.CONTRACTOR TO PROTECT CRITICAL AREAS (EXISTING STREAM & WETLANDS) FROMDISTURBANCE AND SEDIMENT.2.ADDITIONAL GRADING AND/OR E&S CONTROLS, AT THE DISCRETION OF THE INSPECTOR, MAYBE REQUIRED TO MAINTAIN PROPER DRAINAGE PATTERNS AND TO PREVENT SEDIMENT FROMENTERING FINISHED LOTS.3.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2).4.DIVERSION DIKES ARE TO BE MAINTAINED DAILY AS THE AREA IS GRADED.5.THE RUNOFF REDUCTION COMPLIANCE FOREST/OPEN SPACE AREA IS NOT TO BE DISTURBEDDURING CONSTRUCTION AND SHOULD BE FENCED OFF WHEN INSTALLING INITIAL EROSIONAND SEDIMENT CONTROL MEASURES.6.STORMWATER QUALITY (BMP) FEATURES SHALL NOT BE CONSTRUCTED UNTIL ALL UPSTREAMDRAINAGE IS FULLY STABILIZED WITH PERMANENT GROUND COVER TO PREVENT CLOGGING OFBMP QUALITY FEATURES.7.EXISTING BMP'S TO REMAIN PROTECTED FROM SEDIMENT AT ALL TIMES.8.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS,RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUMCONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED INACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'SGEOTECHNICAL ENGINEER.9.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATERTHAN 10' PER VDOT REQUIREMENTS.1" = 80'1306/20/2025KASSDP #04-251217826R.02REV. NO.DATE0109-24-2025 3:13:13:1SB#112'DESIGN HIGH WATER(100YR STORM) =720.97DRY STORAGEELEV = 717.75WET STORAGEELEV = 713.1AREA TO SB #1A=44.22 AC.713.3714732730728726724722720718716715709713.1712711.6710713.3714722720718716709715713.1712711.67107127147167187207227087347327307287267247227207187167147107127127 1 4 7 1 6 7127 1 4 7 1 6 7 1 8 7 2 0 7 2 2 7127147167187107127147167167187207227147227207187127107147167 2 6 7 2 4 7 2 2 7 2071 8 7 1 5 7 1 3 7 1 2 . 9715713712.9712.97137157 1 3 7 1 2 . 9712.0714715713 .3714715 716712.6713.1 715 71 6 EMERGENCYSPILLWAYSEE SWM SHEETSFOR DETAILSRISERBARRELSEDIMENT BASIN 1 DETAILS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA ARBOR GLEN PHASE 1 PHASE 1 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV603001530SCALE: 1" = 30'SEDIMENT BASIN #1 LAYOUTSCALE 1"=30'C-SCM-12-15RECOMMENDED DEWATERING SYSTEMFOR SEDIMENT BASINSv1.1*DRAINAGE TUBING SHALL COMPLY WITHASTM F667 AND AASHTO M294NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE40 STUB FOR DEWATERING ORIFICEDEPTH VARIES ASREQUIRED FOR "DRY " STORAGEWET STORAGECORRUGATED METALRISERDEWATERING ORIFICE,SCHEDULE 40 STEEL STUB 1-FOOT MINIMUMDIAMETER VARIES"FERNCO-STYLE" COUPLINGPERFORATED POLYETHYLENE*DRAINAGE TUBING, DIAMETERVARIESTACKWELDPROVIDE ADEQUATESTRAPPINGPOLYETHYLENE CAPC-SCM-12-2SEDIMENT BASINSCHEMATIC ELEVATIONSSOURCE: VA. DSWCv1.1MIN. 1.0'DESIGN HIGH WATER(25-YR. STORM ELEV.)DESIGN ELEVATIONS WITH EMERGENCY SPILLWAYCREST OFEMERGENCYSPILLWAYRISER CRESTDEWATERINGDEVICE67 C.Y./AC."DRY"STORAGE67 C.Y./AC."WET"STORAGESEDIMENT CLEANOUT POINT("WET" STORAGE REDUCEDTO 34 C.Y./ACRE)0.5'MIN. 1.0'DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY(RISER PASSES 25-YEAR EVENT)SEDIMENT CLEANOUT POINT67 C.Y./AC."WET"STORAGE67 C.Y./AC."DRY"STORAGEDESIGN HIGH WATER(25-YR. STORM ELEV.)RISER CRESTDEWATERINGDEVICEMIN. 0.5'MIN. 1.0'MIN. 2.0'MIN. 3.0'AS SHOWN1406/20/2025KASSDP #04-251217826R.02REV. NO.DATE0109-24-2025 WET STORAGEELEV 713.10DRY STORAGEELEV 717.752 YR WS ELEV 716.6310 YR WS ELEV 718.3025 YR WS ELEV 720.72**TEMP. 14" STEELPLATE BOLTEDTO BOXSTORMWATER MANAGEMENT LEVEL 1 WET POND #1 PRINCIPAL RISER FRONT VIEWNTS2.0'ELEV = 707.00ELEV = 704.33TYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALWITH ANTI-VORTEXTOP OF RISERELEV =719.50CONCRETE FILLFOR BUOYANCY5'WEIR ELEV = 717.753.0' W x 1.5' H4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 6' x 6'INV.=707.00INV.=707.2512" REVERSE PIPEINV.=713.10FRONT TRASH RACKNOT SHOWN FORCLARITY3.0'1.5'ELEV = 705.008"36" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)2.0'3:112' WIDEPROP. GRADESTORMWATER MANAGEMENT LEVEL 1 WET POND #1 PRINCIPAL RISER SECTIONNTSTOP OF RISERELEV =719.50EMERGENCY SPILLWAYELEV.=719.80INV.=707.00INV.= 707.28INV.= 707.50INV.= 713.10WEIR ELEV = 717.753.0' W x 1.5' HELEV = 707.00TYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALWITH ANT-VORTEX8" DIP DRAIN WITH VALVE(NORMALLY CLOSED)UPTURNEDELBOW(90° BEND)CAP OPENING1 YR WS ELEV 717.6010 YR WS ELEV 719.03100 YR WS ELEV 721.25**4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 6' x 6'CONCRETE FILLFOR BUOYANCY4'3:1TOP OF BERMELEV.=722.12TYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALNORMAL POOLWS ELEV 713.101.0" ORIFICEINV.=710.0012" SCH 40 PVCSYNTHETIC LINER OR2' CLAY LINER WITH 6"TOPSOIL CAPELEV = 704.33ELEV = 705.00MIN. 8"MIN. 8"EXTENDED FOOTING8" 8"8"TRASH RACK(BAR GUARD)SEDIMENT BASIN#1 CONVERSION TO SWM BASIN "1" NOTES:1.THE DETAIL BELOW SHOWS THE EXISTING PRINCIPAL RISER AND OUTFALL STRUCTURE COLOR GRAY AND THE MODIFICATIONS TO THE RISER, FOR E&SPURPOSES, ARE SHOWN COLOR BLACK IN ORDER TO HIGHLIGHT THE TEMPORARY CHANGES.2.INSTALL PRINCIPAL RISER, OUTLET PIPE AND DAM EMBANKMENT AS SHOWN ON E&S PLAN SHEET.3.DURING THE E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE MODIFIED AS SHOWN ABOVE. TEMPORARILY BLOCK THEWEIR WITH A 14" STEEL PLATE. INSTALL TEMPORARY 8" DEWATERING ORIFICE AND DEWATER DEVICE. CAP 90° UPTURNED ELBOW ON 8" DRAIN PIPE.4.TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN, DEWATER BASIN AS NECESSARY USING PUMPED WATER FILTER BAG. REMOVE ALL ACCUMULATEDSEDIMENT FROM THE BOTTOM OF THE BASIN. REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING SHOWN ON THE GRADING PLAN SHEET.REMOVE TEMPORARY DEWATERING DEVICE AND THE 14" STEEL PLATE FROM RISER. REMOVE CAP FROM 8" DRAIN PIPE . SEE SWM BASIN DETAILS.SEDIMENT CLEANOUT POINTELEV 710.00TEMP. PERFORATEDPOLYETHYLENE DRAINAGEPIPE DEWATERING SYSTEMINSTALL 8" DEWATERINGORIFICE = 713.10TEMP. 14" STEELPLATE BOLTEDTO BOXINSTALL 8"DEWATERINGORIFICE = 713.10TEMP. PERFORATEDPOLYETHYLENE DRAINAGEPIPE DEWATERINGSYSTEMSEDIMENT BASIN 1 DETAILS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA ARBOR GLEN PHASE 1 PHASE 1 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV100 YR WS ELEV 720.97**TOP OF PIPEELEV 717.258" GATE VALVEWITH STEMHAND WHEEL (TYP)STEM GUIDE (TYP)CONCRETEBLOCKS FORVALVE SUPPORTN/A1506/20/2025KASSDP #04-251217826R.02REV. NO.DATE0109-24-2025 SSS2:1OPCFSCFSDDDD2:12:12:12:12:1OPCFSSB#26'6'DESIGN HIGH WATER(100YR STORM) =723.72'DRY STORAGEELEV = 722.0WET STORAGEELEV = 720.0AREA TO SB #2A=13.82 AC.720722724724722722720718722724720720722720718724GRID MERIDIAN VA NORTH ZONE NAD83 717724722718EMERGENCYSPILLWAYRISERBARRELpDhDLHH = HEAD ON PIPE THROUGH EMBANKMENTh = HEAD OVER RISER CRESTL = LENGTH OF PIPE THROUGH EMBANKMENTD = DIAMETER OF PIPE THROUGH EMBANKMENTD = DIAMETER OF RISERprC-SCM-12-7PRINCIPLE SPILLWAY DESIGNSOURCE: VA. DSWCv1.1CONCRETE BASEANTI-VORTEXDEVICERISERANTISEEPCOLLARSBARRELEMERGENCYSPILLWAYCRESTrDESIGN HIGH WATERC-SCM-12-15RECOMMENDED DEWATERING SYSTEMFOR SEDIMENT BASINSv1.1*DRAINAGE TUBING SHALL COMPLY WITHASTM F667 AND AASHTO M294NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE40 STUB FOR DEWATERING ORIFICEDEPTH VARIES ASREQUIRED FOR "DRY " STORAGEWET STORAGECORRUGATED METALRISERDEWATERING ORIFICE,SCHEDULE 40 STEEL STUB 1-FOOT MINIMUMDIAMETER VARIES"FERNCO-STYLE" COUPLINGPERFORATED POLYETHYLENE*DRAINAGE TUBING, DIAMETERVARIESTACKWELDPROVIDE ADEQUATESTRAPPINGPOLYETHYLENE CAPC-SCM-12-2SEDIMENT BASINSCHEMATIC ELEVATIONSSOURCE: VA. DSWCv1.1MIN. 1.0'DESIGN HIGH WATER(25-YR. STORM ELEV.)DESIGN ELEVATIONS WITH EMERGENCY SPILLWAYCREST OFEMERGENCYSPILLWAYRISER CRESTDEWATERINGDEVICE67 C.Y./AC."DRY"STORAGE67 C.Y./AC."WET"STORAGESEDIMENT CLEANOUT POINT("WET" STORAGE REDUCEDTO 34 C.Y./ACRE)0.5'MIN. 1.0'DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY(RISER PASSES 25-YEAR EVENT)SEDIMENT CLEANOUT POINT67 C.Y./AC."WET"STORAGE67 C.Y./AC."DRY"STORAGEDESIGN HIGH WATER(25-YR. STORM ELEV.)RISER CRESTDEWATERINGDEVICEMIN. 0.5'MIN. 1.0'MIN. 2.0'MIN. 3.0'C-SCM-12-14RISER PIPE BASE CONDITIONSFOR EMBANKMENTS LESS THAN 10' HIGHSOURCE: USDA-SCSv1.1D10' OR LESSD/218"2DCONCRETE BASE FOR EMBANKMENT 10' OR LESS IN HEIGHTCONCRETE2DD/210' OR LESSD30"STEEL BASE FOR EMBANKMENT 10' OR LESS IN HEIGHT1/4" STEEL PLATE6"C-SCM-12-13DETAILS OF CORRUGATED METALANTI-SEEP COLLARSOURCE: USDA-SCSv1.112"MIN.3.UNASSEMBLED COLLARS SHALL BE MARKED BY PAINTINGOR TAGGING TO IDENTIFY MATCHING PAIRS.4.THE LAP BETWEEN THE TWO HALF SECTIONS ANDBETWEEN THE PIPE AND CONNECTING BAND SHALL BECAULKED WITH ASPHALT MASTIC AT TIME OFINSTALLATION.5.EACH COLLAR SHALL BE FURNISHED WITH TWO 1/2"DIAMETER RODS WITH STANDARD TANK LUGS FORCONNECTING COLLARS TO PIPE.NOTES FOR COLLARS:1.ALL MATERIALS TO BE IN ACCORDANCE WITHCONSTRUCTION AND CONSTRUCTION MATERIALSPECIFICATIONS.2.WHEN SPECIFIED ON THE PLANS, COATING OF COLLARSSHALL BE IN ACCORDANCE WITH CONSTRUCTION ANDCONSTRUCTION MATERIAL SPECIFICATIONS.ELEVATION OF UNASSEMBLED COLLARSECTION B-BWELD BOTH SIDESCORRUGATED METALSHEET WELDED TOCENTER OF BANDBBINSTALL COLLAR WITHCORRUGATIONS VERTICALCOLLAR TO BE OF SAMEGAGE AS THE PIPE WITHWHICH IT IS USED1/2" X 1/2" SLOTTEDHOLES FOR 3/8"DIAMETER BOLTSCONTINUOUSWELDCONTINUOUSWELDSLOTTED HOLESAT 8" C.C.O.D. OF PIPEINCLUDING PIPEBAND2"2"2"2"DETAIL OF HELICAL PIPE ANTI-SEEP COLLAR12" MIN.1.CORRUGATED METAL, SIMILAR TO UPPER, EXCEPT SHOP WELDED TO ASHORT (4FT.) SECTION OF THE PIPE AND CONNECTED WITHCONNECTING BANDS TO THE PIPE.2.CONCRETE, SIX INCHES THICK FORMED AROUND THE PIPE WITH #3REBAR SPACED 15" HORIZONTALLY AND VERTICALLY.NOTE: FOR DETAILS OF FABRICATION DIMENSIONS, MINIMUMGAGES, SLOTTED HOLES, AND NOTES, SEE DETAIL ABOVE.PARTIAL ELEVATIONISOMETRIC VIEWNOTE FOR BANDS AND COLLARS: MODIFICATIONS OFTHE DETAILS SHOWN MAY BE USED PROVIDINGEQUAL WATERTIGHTNESS IS MAINTAINED ANDDETAILED DRAWINGS ARE SUBMITTED ANDAPPROVED BY THE ENGINEER PRIOR TO DELIVERY.SIZE AND SPACING OF SLOTTEDOPENINGS SHALL BE THE SAMEAS SHOWN FOR CM COLLARUSE RODS AND LUGS TO CLAMPBANDS SECURELY TO PIPE.NOTE: TWO OTHER TYPES OF ANTI-SEEP COLLARS ARE:REF: ENGR. FIELD MANUALWELD 1 1/8" X 1 1/8" X 1 1/8" ANGLES TO COLLAR OR BEND A 90ANGLE 1 1/8" WIDE AS SHOWN IN DRAWING.BAND OFHELICAL PIPEROD ANDLUGSHEET METAL COLLAR SHALL BE CUT TO FITCORRUGATIONS OF HELICAL BAND, ANDWELDED WITH A CONTINUOUS WELD.METAL COLLAR TO BEWELDED TO CENTER OFHELICAL PIPE BAND2"1-1/8"1-1/8"C-SCM-12-4ANTI-SEEP COLLARSOURCE: VA. DSWCv1.1PCONNECTIONSBETWEEN THEANTI-SEEP ANDTHE BARREL MUST BEWATERTIGHT2P14xPSATURATEDZONESEDIMENT BASIN 2 DETAILS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA ARBOR GLEN PHASE 1 PHASE 1 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV603001530SCALE: 1" = 30'SEDIMENT BASIN #2 LAYOUTSCALE 1"=30'20'FOREBAY SPILLWAYNOT TO SCALE2'2:12: 1 TOP OF BERM = 725.0032'ELEV = 723.00C-SCM-12-10ANTI-VORTEX DEVICE DESIGNSOURCE: USDA-SCSv1.1AAH8" MIN.WELDEDRISER DIAMETERD2.SUPPORT BARS ARE WELDED TO THETOP OF THE RISER OR ATTACHED BYSTRAPS BOLTED TO TOP OF RISER.1.THE CYLINDER MUST BE FIRMLYFASTENED TO THE TOP OF THE RISER.NOTES:CYLINDER IS___GAGE CORRUGATEDMETAL PIPE OR FABRICATED FROM1/8" STEEL PLATE.TOP IS___GAGE CORRUGATED METAL OR1/8" STEEL PLATE. PRESSURE RELIEFHOLES MAY BE OMITTED, IF ENDS OFCORRUGATIONS ARE LEFT FULLY OPENWHEN THE TOP IS ATTACHED.TOP STIFFENER (IF REQUIRED)IS___X__X___ANGLE WELDED TO TOP ANDORIENTED PER-PENDICULAR TO CORRUGATIONS.PLAN VIEWSECTION A-AISOMETRICPRESSURE RELIEFHOLES 1/2" DIA.SUPPORT BAR SIZE(#6 REBAR MIN.)#6 X 12"SPACER BAR(TYPICAL)TACKWELDALL AROUNDAS SHOWN1606/20/2025KASSDP #04-251217826R.02REV. NO.DATE0109-24-2025 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVE&S DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VAARBOR GLEN PHASE 1PHASE 1EROSION AND SEDIMENT CONTROL NARRATIVE Description: The project will consist of the construction of single family attached townhomes with related utilities and road construction. Improvements will also be made to Papermill Road. The property, zoned RA but with applied zoning of RP (due to TDRs), is located across the street from Twin Mart on Papermill Road, Winchester, VA. This project consists of two phases. Each phase will be submitted under separate plans. This plan is for Phase 1. Total site area for Phase 1 50.24 Acres. Total site area for both Phase 1 & Phase 2 is 71.46 Ac. Phase 1 will disturb approximately 48.74 acres for construction. Date of construction: Construction may begin following plan approval and the submission and approval of all required Slope Stability Analyses. This project will take approximately eighteen (18) months to complete. Existing site conditions: The site is currently woods and open fields. The site is divided into two primary drainage areas draining east, and northwest. All areas drain to Sulphur Spring Run - Opequon Creek. Typical slopes range between 0.5% and 40%. Adjacent areas: The site is bounded by Papermill Road on the south west, residential subdivisions and open space to the east, vacant land to the north, and residential property to the south. Adjacent properties are zoned RA, RPB2, RP, and R4. 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: Wetlands and streams are located on this site. See sheet 5 for locations. Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion and sediment control measures shall be constructed and maintained according to the minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Structural Measures: Phase I: Install Temporary Construction Entrances with Wash Rack (C-SCM-03) as shown on the plan to minimize sediment carried onto roadway. Install the temporary access culvert under the construction entrances and the associated rip-rap diversions at the construction entrances. Install orange safety fence (C-PCM-01), silt fence (C-PCM-04), sediment traps (C-SCM-11), and compost filter sock (C-PCM-05) as shown on the plans to intercept and detain small amounts of sediment from disturbed areas during construction in order to prevent sediment from leaving the site and to protect wetlands and riparian streams. Install sediment basins (C-SCM-12) as shown on plan and immediately stabilize those. Install outlet protection (C-ECM-15) on all outlets as shown on the plan sheets. Once the sediment basins are stabilized, install temporary diversion dikes (C-ECM-04) and rip-rap diversion ditches starting at the sediment basin and working up-slope of the drainage area directing disturbed areas to the sediment trapping facilities. Install rock check dams (C-SCM-07) as shown on the plans to reduce the velocity of concentrated stormwater flows and to trap sediment generated from adjacent areas or the ditch itself. Temporary seeding (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 fill slopes which 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. ALL areas to be stabilized 100% prior to installation of bioretention basins. Inlet protection (C-SCM-04) shall be located at storm inlets as shown to prevent sediment from entering, accumulating in and being transferred by the storm system prior to permanent stabilization of the disturbed area. 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 Plate 3.29-4. Contractor shall redirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff to sediment basins. 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 final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year. Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporary vegetation immediately after grading. All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded and mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after construction Erosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to final grade and seeded to protect from rill and gully erosion. Management Strategies: Construction shall be sequenced such that grading operations will begin and end as quickly as possible. The site superintendent shall be responsible for the installation and maintenance of all erosion and sediment control measures. Maintenance of these measures throughout the project is critical to the effectiveness of the program. After areas above controls have been stabilized, the controls shall be cleaned up and removed. Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time. All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading. Drainage swales shall be stabilized with check dams until vegetation has been well established, at which time the check dams shall be removed. Devices listed above are considered minimum erosion and sediment controls. Additional control measures may be necessary due to contractor phasing or other unforeseen conditions. It is the contractor's responsibility to provide additional measures to those shown, as needed, in order to control erosion and contain sediment on site. All measures shall be installed according to the standards and specifications in the Virginia Erosion and Sediment Control Handbook. Stormwater Management: Increased runoff from this development will be controlled by the Project's stormwater management facilities. Maintenance Program: All control measures shall be inspected daily by the site superintendent or his representative and within 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damaged structural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as needed until grass is established. Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of by spreading on site. Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged by sediment, it shall be removed and cleaned or replaced immediately. The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition at all times. Erosion and sediment control program: Phase I 1.Hold pre-construction meeting on site with inspector. 2.Install construction entrance. 3.Clearing and grubbing for sediment control devices only (Sediment traps, sediment basins 1 and 2, diversion dikes, silt fence, and compost filter sock). 4.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 II 7.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 be stabilized 100% prior to installation of bioretention basins. Note: The Frederick County Public Works and Engineering Department retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (soil stabilization): 1.All temporary and permanent seeding shall be in accordance with section 3.3 of the VSMH. 2.For temporary seeding: 2.1.Select seeding appropriate to the planting dates. During Sept 1 - Feb 15, use a seed mix of 50% Annual Ryegrass and 50% Cereal (Winter) Rye. During Feb 16 - Apr 30, use Annual Ryegrass. During Apr 15 - Aug 31, use German Millet. 2.2.If the pH of the soil is not known, an application of ground agricultural limestone at the rate of 1 to 1.5 tons per acre on coarse-textured soils and 2 to 3 tons per acre on fine-textured soils is usually sufficient. Apply limestone uniformly and incorporate into the top 4 to 6 inches of soil. Soils with a pH of 6 or higher need not be limed. Any soil with a pH of 5.5 should receive lime application. All liming materials should be VDACS certified agricultural limestone or other approved liming products based on their calcium carbonate equivalent. 2.3.Apply fertilizer at a rate of 600 lbs per acre (14 lbs per 1,000 sq ft) using 10-20-10 fertilizer or equivalent nutrients. Incorporate lime & fertilizer into the top 4-6 inches of soil if possible. 2.4.When the area is compacted, crusted, or hardened, loosen the soil surface by discing, raking, harrowing, or other acceptable means according to Surface Roughening (C-SSM-03). 2.5.Evenly apply seed with a broadcast seeder, drill, cultipacker seeder, or hydroseeder. Plant small grains no more than 1.5 inches deep and plant other grasses and legumes between 0.25 inch to 0.5 inch deep. 2.6.For mid-winter or mid-summer seedings, use straw mulch after seeding. Apply straw mulch at rate of 1.5 to 2 tons per acre and anchor immediately after spreading with emulsified asphalt applied at a rate of 430 gallons per acre. Temporary seedings made under favorable soil and site conditions during optimum spring and fall seedings may not require mulch. 2.7.Areas that fail to establish vegetative cover adequate to prevent rill erosion will be reseeded as soon as such areas are identified. 3.For permanent seeding: 3.1.Seed all areas with a seed mix consisting of 75% Kentucky 31 Tall Fescue, 10% Hard Fescue and 15% Annual Lespedeza. 3.2.Apply topsoil on a uniform grade and distribute to a minimum settled depth of 2 inches on 3H:1V or steeper slopes. Topsoil is only necessary if the existing soil is too coarse, dense, shallow, acidic, or contaminated to foster vegetation. 3.3.Apply an agricultural grade of limestone at a rate of 2 tons per acre (90 lbs. per 1,000 sq. ft.). 3.4.Fertilize with 10-20-10 fertilizer at a rate of 1,000 lbs. per acre (23 lbs. per 1,000 sq. ft.). 3.5.Incorporate lime and fertilizer into the top 4 to 6 inches of the soil by discing or other means. For erosion control, when applying lime and fertilizer with a hydroseeder, apply to a rough, loose surface. 3.6.Mulch all permanent seeding immediately upon completion of seed application with straw mulch. Apply straw mulch at a rate of 1.5 to 2 tons per acre and anchor immediately after spreading with emulsified asphalt applied at a rate of 430 gallons per acre. 3.7.Supply new seedings with adequate moisture. Supply water as needed, especially late in the season, in abnormally hot or dry weather, or on adverse sites. Control water application to prevent excess runoff. 3.8.Inspect seeded areas for failure and make necessary repairs and reseedings within the same season if possible. Dust control: 1.Temporary seeding shall be applied to all disturbed areas subject to little or no construction traffic. 2.All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet and repeated as needed to control dust. N/A 17 06/20/2025 KAS SDP #04-25 121 7826R.02 REV. NO.DATE 01 09-24-2025 MINIMUM CONSTRUCTION STANDARDS A. An erosion and sediment control plan consistent with the following criteria, techniques, and methods shall be submitted to the VESMP authority or VESCP authority for review and approval: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, is mature enough to survive, and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers, and other measures intended to trap sediment shall be constructed as a first step in any land-disturbing activity and shall be made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25-year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport, and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state, and local requirements pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both and discharged in a manner that does not adversely affect flowing streams or off-site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with this chapter. f. Applicable safety requirements shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land-disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP or VESMP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion, and damage due to increases in volume, velocity, and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not manmade channels and shall be exempt from any flow rate capacity and velocity requirements for natural or manmade channels: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or manmade receiving channel, pipe, or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is 100 times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks; (b) All previously constructed manmade channels shall be analyzed by the use of a 10-year storm to verify that stormwater will not overtop the stormwater's banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed manmade channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a 10-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks; (2) Improve the pipe or pipe system to a condition where the 10-year storm is contained within the appurtenances; (3) Develop a site design that will not cause the predevelopment peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the predevelopment peak runoff rate from a 10-year storm to increase when runoff outfalls into a manmade channel; or (4) Provide a combination of channel improvement, stormwater detention, or other measures that is satisfactory to the VESCP or VESMP authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. f. If the applicant chooses an option that includes stormwater detention, the applicant shall obtain approval from the VESCP or VESMP authority for a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All onsite channels must be verified to be adequate. i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe, or pipe system or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial, or industrial development shall not be considered to be separate development projects. Instead, the development as a whole shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner that minimizes impacts on the physical, chemical, and biological integrity of rivers, streams, and other waters of the state. l. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or manmade channels shall satisfy the flow rate capacity and velocity requirements for natural or manmade channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5-year, two-year, and 10-year 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming the site was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when the site was in a good forested condition divided by the runoff volume from the site in the site's proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or manmade channels as defined in any regulations promulgated pursuant to § 62.1-44.15:28 of the Code of Virginia (VESMA) or § 62.1-44.15:54 or 62.1-44.15:65 of the Code of Virginia (ESCL). m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Code of Virginia (ESCL) and this subdivision 19 shall be satisfied by compliance with water quantity requirements in the VESMA and attendant regulations, unless such land-disturbing activities (i) are in accordance with provisions for time limits on applicability of approved design criteria in 9VAC25-875-480 or grandfathering in 9VAC25-875-490, in which case the flow rate capacity and velocity requirements of § 62.1-44.15:52 A of the Code of Virginia (ESCL) shall apply; or (ii) are exempt pursuant to § 62.1-44.15:34 G 2 of the Code of Virginia (VESMA). n. Compliance with the water quantity minimum standards set out in 9VAC25-875-600 shall be deemed to satisfy the requirements of this subdivision 19. B. All land-disturbing activities shall be conducted in a manner that is consistent with the applicable requirements of subsection A of this section. 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVE&S DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VAARBOR GLEN PHASE 1PHASE 1PERSPECTIVE VIEW 5' MIN. 6' MAX . 10' MAX. C-PCM-01-1 SAFETY FENCE VA DSWC, CONWED PLASTICSv1.1 PERSPECTIVE VIEW METAL FENCE PERSPECTIVE VIEW PLASTIC FENCE CONVENTIONAL METAL(T) OR (U) POSTS POLYETHYLENE FABRIC (ATTACH TO POSTS WITH METAL TIE WIRES) BRACING CONCRETE FOOTING GROUND LINE LINE POST WIRE FABRIC SOURCE: VDOT STDS.,C-SCM-03-1 STONE CONSTRUCTION ENTRANCE SOURCE: VA. DSWC, MD ESC STDSv1.1 * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE EXISTING PAVEMENT 12' MIN. EXISTING GROUND B 70' MIN. 10' MIN. A 10' MIN. SECTION B-B 6'-7" SECTION A-A PLAN VIEW 3" MIN. 3" MIN. B 70' MIN. 6" MIN.A SIDE ELEVATION * 3' 12' MIN. 10' MIN. REINFORCED CONCRETE DRAIN SPACE FILTER CLOTH VDOT #1 COURSE AGGREGATE WASHRACK (OPTIONAL) MOUNTABLE BERM (OPTIONAL)FILTER CLOTH 5:1 EXISTING PAVEMENT SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) A B FLOW A 3'MAX. FLOW 4" FLOW 1.SET THE STAKES 3.STAPLE THE FILTER MATERAIL TO STAKES AND EXTENT IT INTO THE TRENCH. 4.BACKFILL AND COMPACT THE EXCAVATED SOIL. 2.EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. FLOW C-PCM-04-2B CONSTRUCTION OF SILT FENCE WITHOUT WIRE SUPPORT FAB. BARRIERS, SHERWOOD & WYANTv1.1 SOURCE: ADAPTED FROM STRAW & EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC FLOW 4" FLOW 1.SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3.ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4.BACKFILL AND COMPACT THE EXCAVATED SOIL. 2.STAPLE WIRE FENCING TO THE POSTS. WIRE C-PCM-04-2 CONSTRUCTION OF SILT FENCE WITH WIRE SUPPORT INSTALLATION FAB. BARRIERS, SHERWOOD & WYANTv1.1 SOURCE: ADAPTED FROM STRAW & THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. C-SCM-04-1 SILT FENCE DROP INLET PROTECTION SOURCE: NC ESC DESIGN MAN.v1.1 ELEVATION OF STAKE AND FABRIC ORIENTATION 1.5' MAX. SPECIFIC APPLICATION FABRIC 1 A STAKE 2 X 4" WOOD FRAME 3' MIN. DETAIL A 1' MIN. FRAME DROP INLET WITH GRATE GATHER EXCESS AT CORNERS OPTIONAL STONE COMBINATION * CULVERT ENDWALL TOE OF FILL SILT FENCE TOE OF FILLFLOW FLOW CLASS I RIPRAP 1.0'1.5:1 MAX.FLOW ** DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT * C-SCM-05-1 SILT FENCE CULVERT INLET PROTECTION SOURCE: VA. DSWC, VDOTv1.1 VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED 2.5' 1.5' ** * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION 12" THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. C-SCM-04-5 GRAVEL CURB INLET SEDIMENT FILTER SOURCE: VA. DSWCv1.1 WIRE MESH FILTERED WATER CURB INLET GRAVEL* FILTER RUNOFF WATER SEDIMENT CONCRETE GUTTER 12" A B L = THE DISTANCE SUCH THAT POINT A AND B ARE OF EQUAL ELEVATION C-SCM-07-2 SPACING BETWEEN ROCK CHECK DAMS SOURCE: DSWCv1.1 L 2 ACRES OR LESS OF DRAINAGE AREA 2-10 ACRES OF DRAINAGE AREA C-SCM-07-1 ROCK CHECK DAM SOURCE: VA. DSWCv1.1 (DOWNSTREAM VIEW) FLOW 2: 1 6" 3' FILTER CLOTH (OPTIONAL) VDOT #1 COARSE AGGREGATE 3' FLOW VDOT #1 COARSE AGGREGATE CLASS I RIPRAP 2: 1 3' 3' FILTER CLOTH (OPTIONAL) 6" (DOWNSTREAM VIEW) L C-ECM-15-1 PIPE OUTLET CONDITIONS SOURCE: VA DSWCv1.1 PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL FILTER CLOTH KEY IN 6"-9" RECOMMENDED FOR THE ENTIRE PERIMETERSECTION A-A d La 0% PLAN VIEW AA 3do do A A do PIPE OUTLET TO WELL DEFINED CHANNEL 3do (MIN.) a 0% SECTION A-A PLAN VIEW FILTER CLOTH KEY IN 6"-9" RECOMMENDED FOR THE ENTIRE PERIMETER d NOTES 1.APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2.La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING FIGURE C-ECM-15-3 AND FIGURE C-ECM-15-4 3.d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NO LESS THAN 6 INCHES.60" .064"/.079" .105"/.135"18"33"12"87"114"36" 54".105" .105" .105" .075" .075" .060" .060" .060" .060" .060" .064" .064" .064" .064" .064" .064" .064" .064" .064" 18" 18" 16" 14" 12" 10" 10" 8" 7" 6" 30" 27" 22" 19" 16" 13" 12" 10" 8" 6" 12" 12" 11" 9" 8" 6" 6" 6" 6" 6" 84" 78" 69" 60" 51" 41" 36" 31" 26" 21" 102" 90" 84" 72" 60" 48" 42" 36" 30" 24"24"24" 24" 24" 24" 24" 24" 24" 24" 36" 36" 36" 48" 42" 36" 27"/30" 21" 18" 15" 12" STEEL ALUMINUM A 1"TOL. B MAX. H 1"TOL. W 2"TOL. CL 1 1 2 "TOL. SHEET THICKNESS DIMENSIONS ALTERNATE CONNECTION DIA. L 8" .064"/.079" PIPE DIA. TOE PLATE, WHERE NEEDED, TO BE PUNCHED TO MATCH IN SKIRT LIP. 3/8" GALV. BOLTS TO BE FURNISHED. LENGTH OF TOE PLATE IS W + 10" FOR 12" TO 30" DIA. PIPE AND W + 22" FOR 36" TO 60" DIA. PIPE. SKIRT SECTION FOR 12" TO 30" DIA. PIPE TO BE MADE IN ONE PIECE. SKIRT SECTION FOR 36" TO 54" DIA. PIPE MAY BE MADE FROM TWO SHEETS JOINED BY RIVETING OR BOLTING ON CENTER LINE, 60" MAY BE CONSTRUCTED IN 3 PIECES. CONNECTOR SECTION, CORNER PLATE AND TOE PLATE TO BE SAME SHEET THICKNESS AS SKIRT. END-SECTIONS AND FITTINGS ARE TO BE GALVANIZED STEEL OR ALUMINUM ALLOY FOR USE WITH LIKE PIPE. C-ECM-12-3 FLARED END-SECTION (CONTINUED) SOURCE: VDOT STDSv1.1 THREADED ROD SIDE LUG TYPICAL CROSS-SECTION APPROX. 2 1/2:1 SLOPE TOE PLATE ELEVATION DIA. PLAN W AA 20° APPROX.2"HOLES ON 12"CENTERS-MAX HSKIRT SECTION WHERE FLARED END-SECTIONS ARE TO BE USED WITH BITUMINOUS COATED AND PAVED METAL PIPE, THEY ARE TO BE GALVANIZED ONLY. C L B C-ECM-12-2 FLARED END-SECTION SOURCE: VDOT STDSv1.1 CONNECTOR SECTION REINFORCED EDGE TOE PLATE TYPICAL PARABOLIC DIVERSION TYPICAL TRAPEZOIDAL DIVERSION TYPICAL VEE-SHAPED DIVERSION 0.3' FREE BOARD 0.3' FREE BOARD 10% SETTLEMENT 10% SETTLEMENT 10% SETTLEMENT 0.3' FREE BOARD DESIGN FLOW DEPTH C-ECM-05-1 DIVERSION CROSS-SECTIONS SOURCE: VA. DSWCv1.1 DESIGN FLOW DEPTH DESIGN FLOW DEPTH C-ECM-04-1 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWCv1.1 COMPACTED SOIL 18" MIN.4.5' MIN. FLOW C-PCM-04-3 SUPER SILT FENCE INSTALLATION SOURCE: ADAPTED FROM PA DEP 2012v1.1 POSTS SPACED @ 10' MAX. USE 2 1/2" DIA. HEAVY DUTY GALVANIZED OR ALUMINUM POSTS. CHAIN LINK TO POST FASTENERS SPACED @ 14" MAX. USE NO. 9 GA. ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE-FORMED CLIPS. CHAIN LINK TO TENSION WIRE FASTENERS SPACED @ 60" MAX. USE NO. 13.5 GA. GALVANIZED STEEL WIRE. FABRIC TO CHAIN FASTENERS SPACED @ 24" MAX C. TO C. * ** JOINING FENCE SECTIONS FILL SLOPE FASTENERS FABRIC FENCE6" MIN. 8" MIN. 8" MIN. COMPACTED BACKFILL NO. 7 GA. TENSION WIRE FABRIC FENCE CHAIN LINK FENCE (2" WOVEN MESH FABRIC) POST SUPPORT POSTS* **FASTENERS EXISTING GROU N D 33"24" MIN.NOTE: ALTHOUGH FILTER CLOTH IS PREFERRED, A GRANULAR FILTER MAY BE SUBSTITUTED FOR FILTER CLOTH. ( FOR PHYSICAL REQUIREMENTS, SEE STD. & SPEC. 3.19, RIPRAP) TYPICAL CONCRETE LINED DITCH TYPICAL GRASS LINED DITCH TYPICAL VEE CROSS-SECTIONS PARABOLIC WATERWAY CROSS-SECTION TYPICAL RIRRAP CHANNEL TYPICAL CONCRETE CHANNEL A SECTION A-A TRAPEZOIDAL WATERWAY CROSS-SECTIONS C-ECM-09-1 TYPICAL WATERWAY SECTIONS v1.1 D T W D FILTER CLOTH COMPACTED SOIL 6"-9" (KEY IN CLOTH) EXPANSION JOINT (90' SPACING) #4-18" DOWEL LOCATED AT JOINTS 18" 6x6 WELDED WIRE FABRIC AS REQUIRED 3" DIA. WEEP HOLE, 8' O.C. NOT TO SCALE 6" D W A N/A 18 06/20/2025 KAS SDP #04-25 121 7826R.02 REV. NO.DATE 01 09-24-2025 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVE&S DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VAARBOR GLEN PHASE 1PHASE 112"-15"3" GROOVING IS CUTTING FURROWS ALONG THE CONTOUR OF A SLOPE. IRREGULARITIES IN THE SOIL SURFACE CATCH RAINWATER AND PROVIDE SOME COVERAGE OF LIME, FERTILIZER AND SEED. C-SSM-03-2 GROOVING SLOPES SOURCE: VA. DSWCv1.1 2" C-SSM-03-1 STAIR STEPPING CUT SLOPE SOURCE: VA. DSWCv1.1 WATER, SOIL AND FERTILIZER ARE HELD BY STEPS - PLANTS CAN BECOME ESTABLISHED ON THE STEPS. DRAINA G E DEBRIS FROM SLOPE ABOVE IS CAUGHT BY STEPS 40"-50"30"-40"DOZER TREADS CREATE GROOVES PERPENDICULAR TO THE SLOPE. C-SSM-03-4 TRACKING SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDEv1.1 SLOP E FILL SLOPE SECTION WATER T A B L E SOIL STABILIZATION MATS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE FOR BEST RESULTS.NOTE: SLOPE SURFACE SHALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF DIRT, GRASS AND STICKS. MAT SHALL BE PLACED FLAT ON SURFACE FOR PROPER SOIL CONTACT.OVERLAPAT ROLLTERMINALDIRT SHALL BE TAMPERED PRIOR TO LAYING TOP LAP OVER TOE BERM SLOPE LINING (DRY SLOPE) SLOPE LINING (WET SLOPE) FILTER C L O T H 4' ABOVE S O U R C E OF WATE R ( A Q U I F E R ) MI N . 6 " OV E R L A P C-SSM-05-5 TYPICAL TREATMENT - 2 SOIL STABILIZATION MATTING SLOPE INSTALLATION SOURCE: VDOT ROAD & BRIDGE STDS.v1.1 TRENCH INTO BERM AND PROGRESS DOWNSLOPEMAINTAIN SLOPE ANGLE TOP OF CUT SLOPE TREATMENT - 2 BOTTOM OF FILL SLOPE BOTTOM OF CUT SLOPE SOIL TREATMENT - 2 POLYPROPYLENE NON-WOVEN (NEEDLE PUNCHED) GEOTEXTILE FILTER CLOTH (BEHIND TREATMENT - 2) BOTTOM OF CUT SLOPE 2" 4'2' 1'2'5' 5' ANCHOR SLOT JUNCTION SLOT CHECK SLOT TERMINAL FOLD VAR.VAR. 12" JUNCTION SLOT 6" TO 8" MIN. 1" TO 2" NOTES * CHECK SLOT* * APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". 12" MAX. 4:1 OR FLATTER 6" MAX. STEEPER THAN 4:1 (JUTE MESH WILL HAVE STAPLED LAP JOINT IN ) LIEU OF EDGE JOINT 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL WIRE. 8' STAPLE MIN. LENGTH FOR SANDY SOIL. 6" STAPLE MIN. LENGTH FOR OTHER SOIL. CHECK SLOTS AT MIN. 50' C-C INTERVALS; NOT REQ.'D WITH ALL "COMBINATION" BLANKETS C-SSM-05-2 TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA SOURCE: VDOT ROAD & BRIDGE STDS.v1.1 2"6" TO 12"TAMP FIRMLY 12" TAMP FIRMLY 2"TERMINAL FOLD 4" TAMP FIRMLY TAMP FIRMLY CHECK SLOT ANCHOR SLOT 6" TO 12" 2" 2"6" TO 12"LAP JOINT 2" MIN. (JUTE MESH ONLY) EDGE AND END JOINTS TO BE SNUGLY ABUTTED 4" 12" BERM DITCH FLOW SHALLOW SLOPE ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. STEEP SLOPE ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS. IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. C-SSM-05-1 TYPICAL ORIENTATION OF TREATMENT - 1 (SOIL STABILIZATION BLANKET) LUDLOW PRODUCTS BROCHUREv1.1 SOURCE: ADAPTED FROM C-SSM-05-6 GENERAL STAPLE PATTERN GUIDE AND RECOMMENDATIONS FOR TREATMENT - 2 (SOIL STABILIZATION MATTING) SOURCE: PRODUCT LITERATURE FROM NORTH AMERICAN GREENv1.1 3 1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. 1 1/2 STAPLES PER SQ. YD. 1 STAPLE PER SQ. YD. D C B A DC C B C B C B A A B 1:12:13:14:1 300 275 250 225 200 175 150 125 100 75 50 25 FT NOTE: FOR OPTIMUM RESULTS, THESE RECOMMENDED STAPLE PATTERN GUIDES MUST BE FOLLOWED. SUGGESTED ANCHORING METHODS VARY ACCORDING TO THE MANUFACTURER. THIS CHART SHOWS HOW SLOPE LENGTHS AND GRADIENTS AFFECT STAPLING PATTERNS. LOW FLOW CHANNEL MED. / HIGH FLOW CHANNEL AND SHORELINE 3'3'6'3'3'6'1.5'1.5' 3'4'2'4'4'4'2'20" 6" 18" PIN STAPLE STAKE 1)1x4 TRIANGULAR SURVEY STAKE - MINIMUM 10" IN LENGTH. PLACEMENT OF THE STAKE ACROSS THE FLOW OF THE WATER IS THOUGHT TO PROVIDE A "PINBALL EFFECT" TO HELP SLOW THE VELOCITY. 2)11 GAUGE STEEL - MINIMUM 1" WIDE BY 6" IN LENGTH STEEL STAPLE - 2"x8" STAPLE MAYBE REQUIRED IN CERTAIN SOIL CONDITIONS. 3)STEEL PINS - 3/16 DIAMETER STEEL PIN BY 18" IN LENGTH WITH A 2" DIAMETER WASHER ON TOP. (SEE ILLUSTRATION) 11 GAUGE STEEL 6"x1"x6" STAPLE C-SSM-05-3 STAKES STAPLES, & PINS FOR INSTALLATION OF TREATMENT-2 SOIL STABILIZATION MATTING SOURCE: PRODUCT LITERATURE FROM GREENSTREAT, INC.v1.1 2" DIA. WASHER 3/16" DIA. STEEL PIN 10" MIN.1" 3-1/4" 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. SECTION NTS PLAN NTS NOTES: 1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS. 2. FILTER MEDIA™ FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. 12" MIN FILTREXX® SEDIMENT CONTROL NTS FILTREXX® SOXX™ (12" TYPICAL) BLOWN/PLACED FILTER MEDIA™ AREA TO BE PROTECTEDWORK AREA WORK AREA AREA TO BE PROTECTED 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. FILTREXX® SOXX™ (12" TYPICAL) WATER FLOW C-SCM-11-5 TEMPORARY SEDIMENT TRAP EMBANKMENT DETAIL SOURCE: NEW YORK ESC STANDARDSv1.1 OUTLET PROTECTION ALL SLOPES 2H:1V OR FLATTER ACCEPTABLE WATER TIGHT JOINTS WELD ALL AROUND PERFORATED RISER W=DIAMETER OF RISER + 24" 1/4" TO 1/2" HARDWARE CLOTH WITH FILTER FABRIC SECURELY FASTENED. EMBANKMENT SECTION THRU RISER 2.0' MIN. 5.0' MAX W 12" 1.5' MIN. EXCAVATE IF NECESSARY FOR STORAGE EARTH EMBANKMENT OUTLET PROTECTION FLOW *RISER EMBEDDED 9" INTO CONCRETE OR 1/4" METAL PLATE WELDED ALL AROUND. CROSS SECTION OF OUTLET 1.0'2:1(EXCAVATED) 67 CU. YD./ACRE 67 CU. YD./ACRE VARIABLE *1' * SEE PLATE 3.13-1 VARIABLE * VARIABLE * C-SCM-11-2 TEMPORARY SEDIMENT TRAP SOURCE: VA. DSWCv1.1 ORIGINAL GROUND ELEV. FILTER CLOTH ORIGINAL GROUND ELEV. CLASS I RIPRAP COARSE AGGREGATE** 4' MAX OUTLET (PERSPECTIVE VIEW) ** COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE ** DIVERSION DIKE LENGTH (IN FEET)= 6 X DRAINAGE AREA (IN ACRES) CLASS I RIPRAP FILTER CLOTH 2:1EXCAVATED AREA 1" = 80' 19 06/20/2025 KAS SDP #04-25 121 7826R.02 REV. NO.DATE 01 09-24-2025 DISTANCE FROM PROPOSED RHONDA LANECL ROAD TO EX. HARRISON LANE CL = 1,950'SSSSSSSSSSS10' BRL25 20 26.0'10.0'(TYP.)10.0'(TYP.)10.0'(TYP.)18.0'(TYP.)18.0'(TYP.)22.0' 20.0'35.5'9.0'22.0' 11.0'20.0'35.5'20.0'9.0'22.0'9.0'10.0'(TYP.)10.0'(TYP.)10.0' (TYP.) RHONDA DR . ( P U B L I C )10+0011+00 12+00 PC12+79.52 13+00 14+00 15+00 PT16+68.41 17+0010+0011+0012+0013+0014+0014+0015+0015+3410.0'(TYP.)15+0016+0017+0018+0019+0020+0021+00CG-6 5' SIDEWA L K 5' SIDEWA L K 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK SOLID WH I T E L I N E SOLID YELLOW LINE 5'R3 5 ' R35'R4 0 'R187'R 5'R 25'R 39.5'R PROP. ROW PROP. ROWPROP. ROWPROP. ROWPROP. ROW CG-6 CG-6 CG-6 PROP. RO WPROP. 10' TRAILPROP. 10' TRAIL5'R10'R10'RPROP. ROW 5'R10.0'(TYP.)10.0' (TYP.) 16+00 18+00 5 0 'R50'R14'13'6'10' BRL20' BRL10' BRL 25' BRL20' BRL10' BRL 10' BRL 20' BRL25' BRL10' BRL 10' BRL 20' BRL10' BRL 10' BRL 10' BRL 10' BRL25' BRL20' BRL10' BRL10' BRL25' BRL 20' BRL 10' BRL 10' BRL 25' BRL20' BRL10' BRL 10' BRL 20' BRL10' B R L 10' B R L 20' BRL25' BRL10' BRL 10' BRL 20' BRL10' BRL10' BRL LOT 132 2,772 SF LOT 134 1,800 SF LOT 135 1,800 SF LOT 136 1,800 SF LOT 137 1,800 SF LOT 138 1,800 SF LOT 139 2,775 SF LOT 141 1,800 SF LOT 142 1,800 SF LOT 143 1,800 SF LOT 144 1,800 SF LOT 145 1,800 SF LOT 146 2,775 SF LOT 148 1,800 SF LOT 149 1,800 SF LOT 150 1,800 SF LOT 151 1,800 SF LOT 152 1,800 SF LOT 153 1,800 SF LOT 154 2,775 SF LOT 156 1,800 SF LOT 157 1,800 SF LOT 158 1,800 SF LOT 159 1,800 SF LOT 160 1,800 SF LOT 161 1,800 SF LOT 162 2,775 SF LOT 164 1,800 SF LOT 165 1,800 SF LOT 166 1,800 SF LOT 167 1,800 SF LOT 168 1,800 SF LOT 169 1,800 SF LOT 170 2,775 SF LOT 184 2,775 SF LOT 183 1,800 SF LOT 182 1,800 SF LOT 181 1,800 SF LOT 180 1,800 SF LOT 179 1,800 SF LOT 177 2,850 SF LOT 176 1,848 SF LOT 175 1,848 SF LOT 174 1,848 SF LOT 173 1,848 SF LOT 172 1,800 SF LOT 186 2,568 SF LOT 187 2,568 SF LOT 188 2,568 SF LOT 189 2,568 SF LOT 190 3,732 SF LOT 206 3,732 SF LOT 205 2,568 SF LOT 204 2,568 SF LOT 203 2,568 SF LOT 202 2,568 SF LOT 192 2,568 SF LOT 193 2,568 SF LOT 194 2,568 SF LOT 195 3,732 SF LOT 197 2,568 SF LOT 198 2,568 SF LOT 199 2,568 SF LOT 200 3,732 SF LOT 245 2,134 SF LOT 247 3,183 SF LOT 133 2,775 SF LOT 140 2,775 SF LOT 147 2,775 SF LOT 155 2,775 SF LOT 163 2,775 SF LOT 171 2,755 SF LOT 178 2,775 SF LOT 185 3,732 SF LOT 191 3,732 SF LOT 196 3,732 SF LOT 201 3,732 SF LOT 118 2,775 SF LOT 119 1,800 SF LOT 120 1,800 SF LOT 121 1,800 SF LOT 122 1,800 SF LOT 123 1,800 SF LOT 124 2,775 SF LOT 114 2,834 SF LOT 115 1,907 SF LOT 116 1,907 SF LOT 117 2,832 SF GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE 98 'R 61.5'R 48'R4 8 'R 61 . 5 ' R 98'R48'R61.5'R 98 'R 4 8 'R 6 1 . 5 'R 9 8 'R 16' 18'17'17'17'18'113.6'16'18' 19' 19'19'19'13'26'14'RAISED M E D I A N CG-2 CG-2 CG-6 CG-6 3'R3'R2'R3' R1'R3'R1'R 1'R1'R 1'R1' R 2'R2'R3'R1'R2'R 3'R1'R 13'14.0'14'14'28'CG- 6 CG- 6 CG- 6 CG-6 C E N T R A L IS L A N D T R U C K A P R O N LOT 246 2,106 SFGARAGEGARAGE GARAGECG-12B (TYP.) CG-12B (TYP.) CG-9B (TYP.) CG-9B (TYP.) CG-9B (TYP.) CG-9B (TYP.) CG-9B (TYP.) PARKING (TYP.) PARKING (TYP.) PARKING (TYP.) PROP. CROSSWALK (TYP.) PROP. CROSSWALK (TYP.) STOP BAR (TYP.) CG-12B (TYP.) PROP. CROSSWALK (TYP.) STOP BAR (TYP.) STOP SIGN PROP. CROSSWALK (TYP.) PROP. SINGLE-LANE ROUNDABOUT SEE SHEET 52 15'CG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6RCG-6R CURB TRANSITION CG-6 TO CG-6R CURB TRANSITION CG-6 TO CG-6R CURB TRANSITION CG-6 TO CG-6R26.4'27.6'26.0'27.0' LOT 1311,800 SF LOT 1301,800 SF LOT 1291,800 SF LOT 1281,800 SF LOT 1271,800 SF LOT 1261,800 SF LOT 125 2,772 SF PROP. ROW10.0'(TYP.)MISTFLOWER WAY (PUBLIC)LOVAGE DR. (PRIVATE) CRABAPPLE ST. (PRIVATE)CALLALILY STREET (PRIVATE)CALLALILY STREET (PRIVATE)CG-65' SIDEWALKCG-625' BRL20' BRL20' BRL25' BRL10' BRL 10' BRLPROP. ROWPROP. ROW20' BRL25' BRLPROP. ROW5' SIDEWALK5' SIDEWALKCG-625' BRL25' BRLCG-620' BRL PROP. RO W5' SIDEWALK5' SIDEWALKPROP. ROW10+0011+0012+00PC12+15.27PT12+98.5213+0014+00PC14+91.2615+0016+0066 'R STOP SIGN STREET SIGN STREET SIGN STREET SIGN STREET SIGN OPEN SPACE "A" (7.66 AC) OPEN SPACE "A" (7.66 AC) OPEN SPACE "B" (0.50 AC) OPEN SPACE "F" (0.64 AC)5,026'R615'RPROP. ROW1,7781,7783,269 3,269 58 58 274274143 143 1,6341,63414.0'13'14'PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'TPROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T CURB TRANSITION CG-6 TO CG-6RCG-6RPROP. TEMPORARY GRADING EASEMENT PROP. PAPERMILL ROAD ROW (VARIABLE WIDTH)GRID MERIDIANVA NORTH ZONE NAD83STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 20GEOMETRY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 26 MATCH LINE SHEET 21 MATCH LINESHEET 24 SSSSSSS10' BRL 11.7'TYP.107.0'10.5'TYP.20' BRL25' BRL10.0'TYP.30.8'20.0'90.0'19.8'20.0'18.0'(TYP.)10.0'(TYP.)10.0'(TYP.)18.0'(TYP.)10.0'(TYP.)10.0'(TYP.)10.0'(TYP.)10.0'(TYP.)10.0' (TYP.)18.0'(TYP.)9.0'20.0'35.5'26.0' 22.0' 9.0'11.0'24.0'22.0'24.0'11.0'24.0'22.0'22.0' 10.0' (TYP.)15+0016+0017+00PC17+62.3318+0019+0020+00 PT20+76.49 21+00 21+80.78 22+00 23+0010+0011+0012+0013+0014+0015+005' SIDEWALK5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 3 5 'R 3 5 ' R 35'R35'R3 5 ' R 3 5 'R 5 ' R222'R 187'R 10'R 10'R 213'R 187'R3 5 ' R 35'R 5 'R 10'R 10'R 10'R 10'R 10'R 10'R PROP. ROWPROP. ROW PROP. ROWCG-6CG-6 CG-6 CG-6 PROPOSED RETAINING WALL #1 PROPOSED RETAINING WALL #2 10' BRL 25' BRL 10' BRL10' BRL10' BRL 10' BRL 20' BRL10' BRL 10' BRL25' BRL20' BRL25' BRL10' BRL 10' BRL 20' BRL10' BRL 10' BRL 25' BRL20' BRL10' BRL 10' BRL 20' BRL25' BRL20' BRL25' BRL10' BRL 10' BRL 20' BRL20' BRL10' BRL10' BRL25' BRL 20' BRL 25' BRL10' BRL20' BRL LOT 1 2,775 SF LOT 2 1,800 SF LOT 3 1,800 SF LOT 4 2,775 SF LOT 5 3,732 SF LOT 6 2,568 SF LOT 7 2,568 SF LOT 8 2,568 SF LOT 9 2,568 SF LOT 106 2,775 SF LOT 107 1,800 SF LOT 108 1,800 SF LOT 109 1,800 SF LOT 110 1,800 SF LOT 111 1,800 SF LOT 112 1,800 SF LOT 113 2,775 SF LOT 146 2,775 SF LOT 206 3,732 SF LOT 59 3,732 SF LOT 60 2,568 SF LOT 61 2,568 SF LOT 62 2,568 SF LOT 63 2,568 SF LOT 64 3,732 SF LOT 65 3,732 SF LOT 66 2,568 SF LOT 67 2,568 SF LOT 68 2,568 SF LOT 69 2,568 SF LOT 70 3,732 SF LOT 71 3,732 SF LOT 72 2,568 SF LOT 73 2,568 SF LOT 74 2,568 SF LOT 75 2,568 SF LOT 76 3,732 SF LOT 77 3,732 SF LOT 78 2,568 SF LOT 79 2,568 SF LOT 80 2,568 SF LOT 81 3,732 SF LOT 82 2,775 SF LOT 83 1,800 SF LOT 84 1,800 SF LOT 85 1,800 SF LOT 86 1,800 SF LOT 87 1,800 SF LOT 88 2,775 SF LOT 89 2,775 SF LOT 90 1,800 SF LOT 91 1,800 SF LOT 92 1,800 SF LOT 93 1,800 SF LOT 94 1,800 SF LOT 95 2,775 SF LOT 105 2,732 SF LOT 104 1,856 SF LOT 103 1,871 SF LOT 102 1,871 SF LOT 101 2,884 LOT 100 2,775 SF LOT 99 1,800 SF LOT 98 1,800 SF LOT 97 1,800 SF LOT 96 2,775 SF LOT 185 3,732 SF GARAGE GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGEGARAGEGARAGEGARAGEGARAGE GARAGE GARAGE GARAGE GARAGE GARAGE 30.8'20.0'CG-12B (TYP.) CG-9B (TYP.) CG-9B (TYP.) CG-9B (TYP.) PARKING (TYP.) PARKING (TYP.)PROP. CROSSWALK (TYP.)PROP. SIGHT DISTANCE ESM'T 540' LT. TURN LANE CG-6RCG-6R CG-6CG-6R CG-6R CG-6RCG- 6 R CG-6R CURB TRANSITION CG-6 TO CG-6R 26.7'26.0'PROP. ROW CALLALILY STREET (PRIVATE)MISTFLOWER WAY (PUBLIC) CRABAPPLE ST. (PRIVATE) CRABAPPLE ST. (PRIVATE)10' BRL PROP. ROW5' SIDEWALK 10' BRL5' SIDEWALKPROP. ROW5' SIDEWALKCG-6CG-65' SIDEWALK5' SIDEWALKPROP. ROW25' BRLPROP. ROW PROP. ROW PROP. ROW CG-6 16+0017+0 0 18+00 PT18+07.04 18+73.9610+00 11+00 12+00 13+00 14+00 OPEN SPACE "C" (0.97 AC)OPEN SPACE "D" (0.37 AC)OPEN SPACE "B" (0.50 AC) OPEN SPACE "F" (0.64 AC)35'RCG-12B (TYP.) PROP. CROSSWALK (TYP.)CURB TRANSITION CG-6 TO CG-6R STOP SIGN & STOP BAR STOP SIGN & STOP BAR STREET SIGN35'R STREET SIGN STOP SIGN & STOP BAR CG-6 CG-12B (TYP.) PROP. CROSSWALK (TYP.) STOP SIGN & STOP BAR STOP SIGN & STOP BAR STOP SIGN & STOP BAR STOP SIGN & STOP BAR CURB TRANSITION CG-6 TO CG-6R STREET SIGN STREET SIGN 346 346 130130554554540 540 2742745' SIDEWALK (TYP.)RIGHT-OF-WAYD/W APRON (TYP.)CURB & GUTTER (TYP.)RIGHT-OF-WAY5' SIDEWALK (TYP.)D/W APRON (TYP.)CURB & GUTTER (TYP.)79 79 504 504 1,5981,598482 482 346346CURB TRANSITION CG-6 TO CG-6R PLAYGROUND AREA 64'x33' 22.0'GRID MERIDIANVA NORTH ZONE NAD83STREET SIGN STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE) 70' RIPARIAN BUFFER EX STREAM 70' RIPARIAN BUFFER EX STREAM EX WETLAND 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 21GEOMETRY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 20 MATCH LINE SHEET 22 MATCH LINE SHEET 23 SSSSSSS11.7'TYP.107.0' 18.0' (TYP.) 22.0'20.0'35.5'20.0'35.5'11.0'24.0'22.0'9.0'9.0' 22.0' 18.0' (TYP.) 18.0' (TYP.) 18.0' (TYP.) 18.0' (TYP.) 10.0' (TYP.) 21+00 21+80.78 22+00 23+00 24+00 25+00 26+00 PC26+65.22 27+00 PT27+08. 0 8 28+00 29+00 30+0010+00PC10+13.62PT10+56.4810+0010+005' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDE W A L K 3 5 ' R 35'R 5'R5'R3 5 'R35'R 5'R5'R 3 5 'R 187'R 213'R 10' R 10' R PROP. ROW PROP. ROW PROP. ROW CG-6 CG-6 CG-6 10' BRL 10' BRL 10' BRL 10' BRL 10' BRL10' BRL10' BRL25' BRL 20' BRL 25' BRL10' BRL10' BRL20' BRL 10' BRL10' BRL20' BRL 25' BRL 10' BRL10' BRL20' BRL 25' BRL 25' BRL10' BRL10' BRL20' BRL LOT 1 2,775 SF LOT 2 1,800 SF LOT 3 1,800 SF LOT 4 2,775 SF LOT 5 3,732 SF LOT 6 2,568 SF LOT 7 2,568 SF LOT 8 2,568 SF LOT 9 2,568 SF LOT 10 3,732 SF LOT 11 3,732 SF LOT 12 2,568 SF LOT 13 2,568 SF LOT 14 2,568 SF LOT 15 2,568 SF LOT 16 3,732 SF LOT 17 3,732 SF LOT 18 2,568 SF LOT 19 2,568 SF LOT 20 2,569 SF LOT 21 2,603 SF LOT 22 3,959 SF LOT 23 3,732 SF LOT 24 2,568 SF LOT 25 2,568 SF LOT 26 2,568 SF LOT 27 2,568 SF LOT 28 3,732 SF LOT 30 2,568 SF LOT 31 2,568 SF LOT 32 2,568 SF LOT 29 3,732 SF LOT 35 3,732 SF LOT 58 3,732 SF LOT 59 3,732 SFGARAGE GARAGEGARAGEGARAGE GARAGEGARAGEGARAGEGARAGEGARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE25' BRL10' BRL20' BRL PARKING (TYP.)CG-12B (TYP.) CG-12B (TYP.) CG-9B (TYP.) CG-9B (TYP.)PARKING (TYP.) PARKING (TYP.)PROP. CROSSWALK (TYP.) STOP SIGN & STOP BAR STOP SIGN & STOP BAR PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T CG-6 R CG-6R CG-6R CURB TRANSITION CG-6 TO CG-6R CURB TRANS. CG-6 TO CG-6R27.1'26.0'26.0'26.0'CG-6RCRABAP P L E S T . ( P R I V A T E ) CRABAPPLE ST. (PRIVATE) CRABAPPLE ST. (PRIVATE) PROP. ROW PROP. ROW PROP. ROW CG-6 CG-6 R OPEN SPACE "A" (7.66 AC) STOP SIGN & STOP BAR STREET SIGN PROP. CROSSWALK (TYP.)35'R STREET SIGN 12' 86 86 346 346 43438686RIGHT-OF-WAYD/W APRON (TYP.)CURB & GUTTER187 187 129 129 302 302 346346GRASS ACCESS TO SWM FACILITYGRID MERIDIANVA NORTH ZONE NAD83STREET SIGN STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE) 70' RIPARIAN BUFFER EX STREAM 70' RIPARIAN BUFFER EX STREAM PROP. SWM LEVEL 2 WET POND #1 FOREBAY #2 FOREBAY #1 AERATION FOUNTAIN (DESIGN BY OTHERS)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 22GEOMETRY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 21 MATCH LINE SHEET 23 SSSSSSSSSS9.0' 18.0' (TYP.) 35.0' 24.0' 26.0' 22.0' 35.0' 24.0' 24.0'22.0'18.0'(TYP.)18.0'(TYP.)18.0'(TYP.)18.0'(TYP.)18.0'(TYP.)18.0'(TYP.)18.0'(TYP.)20.0'35.5'11.0'24.0'22.0'26.0' 22.0' 9.0' 22.0'11.0'24.0'22.0'22.0' 18.0' (TYP.) 18.0' (TYP.) 18.0' (TYP.) 18.0' (TYP.) 24+00 25+00 26+00 PC26+65.22 27+00 PT27+08. 0 8 28+00 29+00 30+00 31+0010+00PC10+13.62PT10+56.4811+0012+0013+0014+0015+0010+0011+0012+0013+0014+0015+005' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDE W A L K 5' SIDEWALK5' SIDEWALK5'R3 5 'R35'R5'R5'R 3 5 'R 187'R 213'R 2 8 'R 28 'R 35'R35'R3 5 ' R 3 5 'R35'R 3 5 'R10'R10'R10'R10'R 10'R 10'R 10'R 10'R 10'R 10'R 10'R 10' R 10' R PROP. ROWPROP. ROWPROP. ROW PROP. ROW PROP. R O WPROP. ROW PROP. ROW PROP. ROWCG-6CG-6CG-6 CG-6 CG-6 10'R10'R5' SIDEWALK 31+85.91 10' BRL 10' BRL10' BRL25' BRL20' BRL10' BRL 10' BRL 10' BRL 10' BRL 20' BRL25' BRL10' BRL 10' BRL 10' BRL10' BRL 10' BRL 10' BRL 10' BRL 10' BRL 20' BRL25' BRL25' BRL20' BRL20' BRL25' BRL20' BRL25' BRL10' BRL10' BRL10' BRL20' BRL 25' BRL 10' BRL10' BRL20' BRL 25' BRL 25' BRL10' BRL10' BRL20' BRL LOT 8 2,568 SF LOT 9 2,568 SF LOT 10 3,732 SF LOT 11 3,732 SF LOT 12 2,568 SF LOT 13 2,568 SF LOT 14 2,568 SF LOT 15 2,568 SF LOT 16 3,732 SF LOT 17 3,732 SF LOT 18 2,568 SF LOT 19 2,568 SF LOT 20 2,569 SF LOT 21 2,603 SF LOT 22 3,959 SF LOT 23 3,732 SF LOT 24 2,568 SF LOT 25 2,568 SF LOT 26 2,568 SF LOT 27 2,568 SF LOT 28 3,732 SF LOT 30 2,568 SF LOT 31 2,568 SF LOT 32 2,568 SF LOT 33 2,568 SF LOT 34 3,666 SF LOT 29 3,732 SF LOT 35 3,732 SF LOT 36 2,568 SF LOT 37 2,568 SF LOT 38 2,568 SF LOT 39 2,568 SF LOT 40 3,732 SF LOT 41 3,732 SF LOT 42 2,568 SF LOT 43 2,568 SF LOT 44 2,568 SF LOT 45 2,568 SF LOT 46 3,732 SF LOT 206 3,732 SF LOT 228 3,732 SF LOT 48 2,568 SF LOT 47 3,732 SF LOT 49 2,568 SF LOT 50 2,568 SF LOT 51 2,568 SF LOT 52 3,732 SF LOT 53 3,732 SF LOT 54 2,568 SF LOT 55 2,568 SF LOT 56 2,568 SF LOT 57 2,568 SF LOT 58 3,732 SF LOT 59 3,732 SF LOT 60 2,568 SF LOT 61 2,568 SF LOT 62 2,568 SF LOT 63 2,568 SF LOT 64 3,732 SF LOT 65 3,732 SF LOT 66 2,568 SF LOT 67 2,568 SF LOT 68 2,568 SF LOT 69 2,568 SF LOT 70 3,732 SF LOT 207 3,732 SF GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGEGARAGE GARAGE GARAGE GARAGE GARAGE GARAGEGARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE25' BRL10' BRL10' BRL20' BRL PARKING (TYP.) CG-12B (TYP.) CG-12B (TYP.) CG-12B (TYP.) CG-9B (TYP.) CG-9B (TYP.) CG-9B (TYP.) PARKING (TYP.) PARKING (TYP.) PROP. CROSSWALK (TYP.) STOP SIGN & STOP BAR STOP SIGN & STOP BAR STOP SIGN & STOP BAR PROP. SIGHT DISTANCE ESM'T CG-6R CG-6R CG-6R CG-6RCG-6RCG-6RCG-6RCG-6 R CG-6 R CG-6R CG-6RCG-6RCG-6RCURB TRANSITION CG-6 TO CG-6R CURB TRANS. CG-6 TO CG-6R CURB TRANSITION CG-6 TO CG-6R CURB TRANSITION CG-6 TO CG-6R CURB TRANSITION CG-6 TO CG-6R27.1'26.0'26.0'CG-6RCALLALILY STREET (PRIVATE)LOVAGE DR. (PRIVATE)HOSTA DR. (PRIVATE)CRABAP P L E S T . ( P R I V A T E ) CRABAPPLE ST. (PRIVATE) 5' SIDEWALK CG-6R PROP. R O W 10'R5' SIDEWALKPROP. ROWPROP. ROWPROP. ROW 15+00 16+00 17+00 18+00 18+67.29OPEN SPACE "E" (0.31 AC)OPEN SPACE "G" (0.39 AC) STREET SIGN PROP. CROSSWALK (TYP.)35'R STREET SIGN PROP. CROSSWALK (TYP.) STREET SIGN STOP SIGN & STOP BAR STOP SIGN & STOP BAR STREET SIGN STREET SIGN 86 86 173 1738686 130130434343432452458686187 187 173 173 504 504 129 129 302 302 CURB TRANSITION CG-6 TO CG-6R GRID MERIDIANVA NORTH ZONE NAD83STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 23GEOMETRY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 22 MATCH LINE SHEET 24MATCH LINE SHEET 21 SSSSSSS9.0'10' BRL25' BRL 20' BRL 10' BRL10' BRL10' BRL10' BRL10' BRL25' BRL 20' BRL 25' BRL 20' BRL 35.0' 24.0'22.0'9.0'22.0'18.0'(TYP.)18.0'(TYP.)18.0'(TYP.)18.0'(TYP.)18.0'(TYP.)18.0'(TYP.)28.0'24.0'20.0'27.0'9.0' 26.0' 22.0'20.0'9.0' 10.0' (TYP.) 10.0' (TYP.) 10.0' (TYP.) RHONDA DR. (PUBLIC) 19+00 20+00 21+00 22+00 23+00 23+21.2215+0016+0017+0018+0018+66.3115+0016+0017+0018+0018+77.9810+0011+0012+0013+0014+0015+00 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK5' SIDEWALK5'R35'R 5 ' R 5'R35'R3 5 ' R 5 'RPROP. ROWPROP. ROWPROP. ROW PROP. ROWCG-6CG-6CG-6 CG-6 CG-6 CG-6 5' SIDEWALK PROP. ROW PROP. ROW 18+00 22.0'10' BRL 10' BRL 20' BRL25' BRL10' BRL 10' BRL 25' BRL20' BRL25' BRL10' BRL 10' BRL 20' BRL10' BRL 10' BRL 10' BRL20' BRL10' BRL 10' BRL 10' BRL10' BRL 25' BRL25' BRL20' BRL20' BRL LOT 186 2,568 SF LOT 187 2,568 SF LOT 188 2,568 SF LOT 189 2,568 SF LOT 190 3,732 SF LOT 206 3,732 SF LOT 205 2,568 SF LOT 204 2,568 SF LOT 203 2,568 SF LOT 202 2,568 SF LOT 192 2,568 SF LOT 193 2,568 SF LOT 194 2,568 SF LOT 195 3,732 SF LOT 197 2,568 SF LOT 198 2,568 SF LOT 199 2,568 SF LOT 200 3,732 SF LOT 208 2,568 SF LOT 209 2,568 SF LOT 210 2,568 SF LOT 211 2,568 SF LOT 212 3,732 SF LOT 228 3,732 SF LOT 227 2,568 SF LOT 226 2,568 SF LOT 225 2,568 SF LOT 224 2,568 SF LOT 214 2,568 SF LOT 215 2,568 SF LOT 216 2,568 SF LOT 217 3,732 SF LOT 219 2,568 SF LOT 220 2,568 SF LOT 221 2,568 SF LOT 222 3,732 SF LOT 230 2,140 SF LOT 231 2,140 SF LOT 232 2,140 SF LOT 233 2,140 SF LOT 234 2,140 SF LOT 236 3,296 SF LOT 237 2,140 SF LOT 238 2,140 SF LOT 239 2,140 SF LOT 240 2,140 SF LOT 242 3,296 SF LOT 243 2,140 SF LOT 244 2,140 SF LOT 245 2,134 SF LOT 247 3,183 SF LOT 185 3,732 SF LOT 191 3,732 SF LOT 196 3,732 SF LOT 201 3,732 SF LOT 207 3,732 SF LOT 213 3,732 SF LOT 218 3,732 SF LOT 223 3,732 SF LOT 229 3,296 SF LOT 235 3,296 SF LOT 241 3,296 SF GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE 2'R14.0' LOT 246 2,106 SFGARAGEGARAGE GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGECG-12B (TYP.) CG-9B (TYP.) PARKING (TYP.) PARKING (TYP.) PARKING (TYP.) PROP. CROSSWALK (TYP.) 38.0' CG-6R CG-6R CG-6R RCURB TRANSITION CG-6 TO CG-6R26.2'27.0'26.1'26.1'HOSTA DR. (PRIVATE)LOVAGE DR. (PRIVATE)LOVAGE DR. (PRIVATE)LOVAGE DR. (PRIVATE)20' BRL20' BRL25' BRL10' BRL CG-6RCG-6RPROP. ROWCG-6R5' SIDEWALKPROP. ROW5' SIDEWALKPROP. ROWOPEN SPACE "H"(0.91 AC)STOP SIGN & STOP BAR STREET SIGN OPEN SPACE "I" (0.01 AC) OPEN SPACE "J" (0.01 AC) 143 143 43 43 50 50 13013024524543 438686 5050143 143 14.0'PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T CURB TRANSITION CG-6 TO CG-6R STOP SIGN & STOP BAR STOP SIGN & STOP BARSTOP SIGN & STOP BAR STOP SIGN & STOP BAR PROP. TEMPORARY GRADING EASEMENT GRID MERIDIANVA NORTH ZONE NAD83STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 24GEOMETRY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 23 MATCH LINE SHEET 25MATCH LINE SHEET 20 SS PROP. TEMPORARY GRADING EASEMENT GRID MERIDIANVA NORTH ZONE NAD83STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE) EX WETLAND EX WETLAND 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 25GEOMETRY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 24 MATCH LINE SHEET 26 DISTANCE FROM PROPOSED RHONDA LANECL ROAD TO EX. HARRISON LANE CL = 1,950'22+0022+10PROP. 10' TRAILPROP. 10' TRAIL50'RPROP. CROSSWALK (TYP.) STREET SIGN PROP. ROWPROP. ROWPROP. ROW GRID MERIDIANVA NORTH ZONE NAD83EX WETLAND 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 26GEOMETRY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 25MATCH LINE SHEET 20 PROP. ROW PROP. EP PROP. CG-6 P H A S E 1 EX. ENTRANCEEX. ENTRANCE EX. ENTRANCE EX. FENCE PROP. 10' TRAIL EX.PAPERMILLROAD250' LT. TURN LANE200' LT. TURN LANE TAPER540' LT. TURN LANE APPROACH TAPER PROP. ARVPROP. ROW 5,026'R615'R 1,306'R PROP. ROW TM#: 63-A-116C EFG INVESTMENTS LLC INST. NO. 0 51.37 ACRES ZONING: RA TM#: 63-A-126C CARLYLE TERRY A INST. NO. 0 1.72 ACRES ZONING: RA TM#: 63-A-125 RODRIGUEZ ARELLANO, MARIA E INST. NO. 15688 0.09 ACRES ZONING: RA TM#: 63-3-B RATCHFORD KOBY MARTIN INST. NO. 20154 0.87 ACRES ZONING: RA TM#: 63-A-119 RUDY GLENN INST. NO. 7306 0.35 ACRES ZONING: RA TM#: 63-A-120 CONRAD, STACEY MARIE INST. NO. 11859 1.00 ACRES ZONING: RA TM#: 63-A-116C EFG INVESTMENTS LLC INST. NO. 0 51.37 ACRES ZONING: RA PROP. CONSTRUCTION CENTERLINE EX. ROW EX. 1948 PAPERMILL ROAD CENTERLINE G R I D M E R I D I A N VA N O R T H Z O N E N A D 8 3 G R I D M E R I D I A N VA N O R T H Z O N E N A D 8 3 EX. 1948 PAPERMILL ROAD CENTERLINE PROP. CONSTRUCTION CENTERLINE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 EX. POWER POLE TO BE RELOCATED EX. POWER POLE TO BE RELOCATED EX. UTILITY POLE (TYP.) EX. EP TM#: 63-A-123A EFG INVESTMENTS LLC INST. NO. 6149 20.43 ACRES ZONING: RA PROP. WP-2 (TYP.) PROP. WP-2 (TYP.) PROP. MILL AND OVERLAY PROP. MILL AND OVERLAY (TYP.) PROP. MILL AND OVERLAY (TYP.) PROP. CG-6 PROP. EPPRO P. C G- 6 PROP. EP PROP. ROW CG-6CG-6CG-6CG-650 'R 50 'R DISTANCE FROM PROPOSED RHONDA LANE CL ROAD TO EX. HARRISON LANE CL = 1,950' EX. ENTRANCE EX. FENCEEX. CURB EX. ENTRANCE 75' MIN.540' DEPARTURE TAPER 200' RT. TURN LANE TAPER250' RT. TURN LANE 10+0011+0012'12'12'12'14'13' 6' 250' LT. TURN LANE 12'UD-4 (TYP.)12'12'15'PROP. ARVOPEN SPACE "A"(7.66 AC)TM#: 63-A-143 DELGADO GLORIA S TRUSTEE INST. NO. 1922 0.96 ACRES ZONING: RP TM#: 63-A-142 RALSTON PAUL S INST. NO. 0 1.00 ACRES ZONING: RP TM#: 63-A-141 GROVE BLAIR AMSDEN INST. NO. 7638 1.00 ACRES ZONING: RP TM#: 63-A-130 CAMS INVESTMENTS LLC INST. NO. 9372 0.25 AC. ZONING: RP TM#: 63-A-129 SALINAS ROBERTO A INST. NO. 3031 0.22 ACRES ZONING: RP TM#: 63-A-127 CONOVER SAMUEL E INST. NO. 0 0.39 ACRES ZONING: RP TM#: 63-A-116A TRUONG JAMES INST. NO. 19604 0.86 ACRES ZONING: B1 TM#: 63-A-116C EFG INVESTMENTS LLC INST. NO. 0 51.37 ACRES ZONING: RA TM#: 63-A-126C CARLYLE TERRY A INST. NO. 0 1.72 ACRES ZONING: RA EX. ROW EX. FENCE PROP. CONSTRUCTION CENTERLINE EX. ROW EX. 1948 PAPERMILL ROAD CENTERLINE EX. ENTRANCE EX. ENTRANCE EX. ENTRANCEEX. ENTRANCE PROP. ROWPROP. CG-12B PROP. CG-12BPROP. 5' S/WPROP. 5' S/WPROP. CROSSWALK PROP. STOP SIGN PROP. STOP BAR G R I D M E R I D I A N VA N O R T H Z O N E N A D 8 3 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 EX. POWER POLE TO BE RELOCATED EX. POWER POLE TO BE RELOCATED EX. POWER POLE TO BE RELOCATED EX. EP EX. CL EX. EP EX. UTILITY POLE (TYP.)EX. UTILITY POLE (TYP.) R75' R 7 5 ' PROP. WP-2 (TYP.) PROP. WP-2 (TYP.) PROP. MILL AND OVERLAY (TYP.) PROP. MILL AND OVERLAY (TYP.) PROP. STREET SIGN EX. FENCE (TO BE REMOVED) SOUTH EX. 12' THRU LANE PAPERMILL ROAD (LEFT TURN TYP SECTION) PAPERMILL ROAD (RIGHT TURN TYP SECTION)EX. ROWSOUTH 12' EX. THRU LANE STRIPED TAPERED MEDIAN. WIDTH VARIES. (0'-12') NORTH PROP. 12' THRU LANE NORTH PROP. 12' RIGHT TURN LANE EX. ROWDITCHLINEPROP. 10' TRAILPROP. ROW3:1 SLO P E VARIES VARIES 3' WIDTH VARIES (10'-22')2.5'EX. EP4:1 SLOPEVARIES-2.00%-2.00%-2.00%-2.00%-2.00%VARIES UD-4 UNDERDRAIN CG-6 OVERLAY EXISTING TRAVELWAY SURFACE PAVEMENT DESIGN 1.5" - SM-9.5A 2" - IM-19.0A 3" - BM-25.0A 10"- 21B AGGREGATE SUBBASE WP-2 (TYP) 1' NOTE: THE PAVEMENT DESIGN SHOWN IS PRELIMINARY AND FINAL PAVEMENT DESIGN IS TO BE BASED UPON ACTUAL FIELD CBR VALUES OBTAINED IN THE PRESENCE OF A VDOT INSPECTOR. (SEE NOTE #1) 3' PROP. 10' TRAIL VARIES (22'-33.4') NORTH PROP. 12' THRU LANE SOUTH PROP. 12' LEFT TURN LANE EX. ROW2.5' 1'DITCHLINE-2.00%-2.00%-2.00%VARIESVARIES-2.00%VARIESPROP. ROWEX. ROWVARIES VARIES VARIES SURFACEUD-4 UNDERDRAIN CG-6 OVERLAY EXISTING TRAVELWAY EX. EPPAVEMENT DESIGN 1.5" - SM-9.5A 2" - IM-19.0A 3" - BM-25.0A 10"- 21B AGGREGATE NOTE: THE PAVEMENT DESIGN SHOWN IS PRELIMINARY AND FINAL PAVEMENT DESIGN IS TO BE BASED UPON ACTUAL FIELD CBR VALUES OBTAINED IN THE PRESENCE OF A VDOT INSPECTOR. (SEE NOTE #1)EX. DITCH LINENOT TO SCALENOT TO SCALE 7.5' 7.5'-2.00% BASE SUBBASE WP-2 (TYP) BASE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 27PAPERMILL RD IMPROVEMENT SITE & UTILITY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 SITE VIEW SITE VIEW 30 0 30 60 SCALE: 1" = 30' 15 MATCH LINEMATCH LINEMATCH LINENOTE: 1.LIMITS OF FULL DEPTH PAVEMENT WIDENING ALONG PAPERMILL ROAD SHALL BE DETERMINED BY EXCAVATION IN THE PRESENCE OF A VDOT INSPECTOR AND MATCHING CORE SAMPLES REQUIRED PER WP-2 DETAIL. 2.PAPERMILL ROAD HAS A POSTED SPEED LIMIT OF 45 MPH. 3.SEE SHEET 112 FOR WP-2 DETAIL. PROP. ROW EX. ROWEX. ROW PHASE 1 PHASE 1 EX. EP EX. GAS LINE EX. ENTRANCE EX. ENTRANCE EX. ENTRANCE EX. ENTRANCE EX. ENTRANCE EX. FENCE EX. ENTRANCE EX. ENTRANCE PROP. 10' TRAILPROP. 10' TRAILPROP. 10' TRAIL 9798TM#: 63D-1-A PAPERMILL FARM LLC INST. NO. 5952 0.02 ACRES ZONING: RP TM#: 63-A-149 PAPERMILL FARM LLC INST. NO. 5952 2.75 ACRES ZONING: RP TM#: 63-A-147 PAPERMILL FARM LLC INST. NO. 5952 1.00 ACRES ZONING: RP TM#: 63-4-5A EVANS MARIE INST. NO. 5371 20.79 ACRES ZONING: RA TM#: 63-4-4 ELVIRA EDWIN INST. NO. 657 2.50 ACRES ZONING: RA TM#: 63-A-148 HARTLEY CLAYTON E III INST. NO. 5874 2.00 ACRES ZONING: RP TM#: 63D-1-1 PAPERMILL FARM LLC INST. NO. 5952 1.00 ACRES ZONING: RP TM#: 63-A-146A ARELLANO JOSE M INST. NO. 28120 0.67 ACRES ZONING: RA TM#: 63-A-144 WASHINGTON GAS DB 234 PG 472 0.10 ACRES ZONING: RA EX. GAS ESMT APPROX. LOC. DB 234 PG 396 EX. ROW EX. FENCE PROP. CONSTRUCTION CENTERLINE G R I D M E R I D I A N VA N O R T H Z O N E N A D 8 3 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+75.26 PROP. ROW EX. 1948 PAPERMILL ROAD CENTERLINE EX. UTILITY POLE (TYP.) EX. ROAD SIGN (TYP.)EX. ROAD SIGN (TYP.) END OF EX. CULVERT NOT FOUND. CONTRACTOR TO LOCATE END OF PIPE BY TEST PIT OR OTHER MEANS AND NOTIFY ENGINEER EX. FENCE (TO BE REMOVED)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 28PAPERMILL RD IMPROVEMENT SITE & UTILITY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1SITE VIEW 30 0 30 60 SCALE: 1" = 30' 15MATCH LINE P H A S E 1 PROP. ARV54e54f54g54h54i54k69707172A7272BTM#: 63-A-116C EFG INVESTMENTS LLC INST. NO. 0 51.37 ACRES ZONING: RA TM#: 63-A-126C CARLYLE TERRY A INST. NO. 0 1.72 ACRES ZONING: RA TM#: 63-A-125 RODRIGUEZ ARELLANO, MARIA E INST. NO. 15688 0.09 ACRES ZONING: RA TM#: 63-3-B RATCHFORD KOBY MARTIN INST. NO. 20154 0.87 ACRES ZONING: RA TM#: 63-A-119 RUDY GLENN INST. NO. 7306 0.35 ACRES ZONING: RA TM#: 63-A-120 CONRAD, STACEY MARIE INST. NO. 11859 1.00 ACRES ZONING: RA TM#: 63-A-116C EFG INVESTMENTS LLC INST. NO. 0 51.37 ACRES ZONING: RA 4314BP4261TOP4285BP4226TOP4247BP4119TOP4144BP4076SS4171TOP4197BP4302TOP43433967EP3809EP/LP3975EP740738 742 744 746746744 742736 738 738 734 740 736 734 740 738 738 738 738 4798SS4670SS4670SS4155SS4175SS738 742 4321SS4341SS4243SS4263SS4198SS4218SS4287SS4307SS434342 SS4305 SS4264 SS4221SS4163SS4114SS4030SS4021SS3945SS3889SS3866SS3868SS3885SS 3913SS3984SS4029SS3962SS3851SS3893SS3558SS3800SS3799SS3823SS3879SS3954SS3819SS3847SS3920SS3322INV3428INV3300INVPROP. CONSTRUCTION CENTERLINE EX. 1948 PAPERMILL ROAD CENTERLINE G R I D M E R I D I A N VA N O R T H Z O N E N A D 8 3 G R I D M E R I D I A N VA N O R T H Z O N E N A D 8 3 EX. 1948 PAPERMILL ROAD CENTERLINE PROP. CONSTRUCTION CENTERLINE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 EX. UTILITY POLE (TYP.) TM#: 63-A-123A EFG INVESTMENTS LLC INST. NO. 6149 20.43 ACRES ZONING: RA DISTANCE FROM PROPOSED RHONDA LANE CL ROAD TO EX. HARRISON LANE CL = 1,950'10+0011+00UD-4 (TYP.)PROP. ARV66d66c66b666564a6465a65b54f54g54h54i54j66e66aOPEN SPACE "A"(7.66 AC)TM#: 63-A-143 DELGADO GLORIA S TRUSTEE INST. NO. 1922 0.96 ACRES ZONING: RP TM#: 63-A-142 RALSTON PAUL S INST. NO. 0 1.00 ACRES ZONING: RP TM#: 63-A-141 GROVE BLAIR AMSDEN INST. NO. 7638 1.00 ACRES ZONING: RP TM#: 63-A-130 CAMS INVESTMENTS LLC INST. NO. 9372 0.25 AC. ZONING: RP TM#: 63-A-129 SALINAS ROBERTO A INST. NO. 3031 0.22 ACRES ZONING: RP TM#: 63-A-127 CONOVER SAMUEL E INST. NO. 0 0.39 ACRES ZONING: RP TM#: 63-A-116A TRUONG JAMES INST. NO. 19604 0.86 ACRES ZONING: B1 TM#: 63-A-116C EFG INVESTMENTS LLC INST. NO. 0 51.37 ACRES ZONING: RA TM#: 63-A-126C CARLYLE TERRY A INST. NO. 0 1.72 ACRES ZONING: RA 4667EP4497EX4269TOP4314BP4261TOP4285BP4226TOP4247BP4171TOP4197BP4302TOP4336SS4343434386EP4290EP4285EP4465EP746744 744 744 744 744 742742 746 7464298BP4200TOP4798SS4670SS4670SS4432SS4412SS740 742 744 748 748 748 746 4430TOP4530TOP4654BP4823BP4503SS4483SS4685SS4705SS4845SS4865SS4379SS4399SS4347SS4367SS4321SS4341SS4243SS4263SSSS42SS4287SS4307SS4583SS4603SS4792SS4772SS43 86 SS 44 35 SS4391 SS4363 SS4342 SS4305 SS4264 SS4221SS PROP. CONSTRUCTION CENTERLINE EX. 1948 PAPERMILL ROAD CENTERLINE G R I D M E R I D I A N VA N O R T H Z O N E N A D 8 3 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 EX. UTILITY POLE (TYP.)EX. UTILITY POLE (TYP.) EX. FENCE (TO BE REMOVED) PHASE 1 PHASE 1 EX. GAS LINE 9798TM#: 63D-1-A PAPERMILL FARM LLC INST. NO. 5952 0.02 ACRES ZONING: RP TM#: 63-A-149 PAPERMILL FARM LLC INST. NO. 5952 2.75 ACRES ZONING: RP TM#: 63-A-147 PAPERMILL FARM LLC INST. NO. 5952 1.00 ACRES ZONING: RP TM#: 63-4-5A EVANS MARIE INST. NO. 5371 20.79 ACRES ZONING: RA TM#: 63-4-4 ELVIRA EDWIN INST. NO. 657 2.50 ACRES ZONING: RA TM#: 63-A-148 HARTLEY CLAYTON E III INST. NO. 5874 2.00 ACRES ZONING: RP TM#: 63D-1-1 PAPERMILL FARM LLC INST. NO. 5952 1.00 ACRES ZONING: RP TM#: 63-A-146A ARELLANO JOSE M INST. NO. 28120 0.67 ACRES ZONING: RA TM#: 63-A-144 WASHINGTON GAS DB 234 PG 472 0.10 ACRES ZONING: RA EX. GAS ESMT APPROX. LOC. DB 234 PG 396 4645466542004220748 746746 744 74 4 74 6 4823BP4114INV4128INV4600SS4620SS4319SS4339SS4420SS4400SS4114SS742 742 PROP. CONSTRUCTION CENTERLINE G R I D M E R I D I A N VA N O R T H Z O N E N A D 8 3 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+75.26 EX. 1948 PAPERMILL ROAD CENTERLINE EX. UTILITY POLE (TYP.) EX. ROAD SIGN (TYP.)EX. ROAD SIGN (TYP.) END OF EX. CULVERT NOT FOUND. CONTRACTOR TO LOCATE END OF PIPE BY TEST PIT OR OTHER MEANS AND NOTIFY ENGINEER EX. FENCE (TO BE REMOVED)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 29PAPERMILL RD IMPROVEMENT -GRADING PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 GRADING VIEW GRADING VIEW GRADING VIEW 30 0 30 60 SCALE: 1" = 30' 15 30 0 30 60 SCALE: 1" = 30' 15 MATCH LINEMATCH LINEMATCH LINEMATCH LINE DISTANCE FROM PROPOSED RHONDA LANECL ROAD TO EX. HARRISON LANE CL = 1,950'SSSSSSSSSSS61b 37 75' MIN. RHONDA DR . ( P U B L I C ) LOT 132 2,772 SF LOT 134 1,800 SF LOT 135 1,800 SF LOT 136 1,800 SF LOT 137 1,800 SF LOT 138 1,800 SF LOT 139 2,775 SF LOT 141 1,800 SF LOT 142 1,800 SF LOT 143 1,800 SF LOT 144 1,800 SF LOT 145 1,800 SF LOT 146 2,775 SF LOT 148 1,800 SF LOT 149 1,800 SF LOT 150 1,800 SF LOT 151 1,800 SF LOT 152 1,800 SF LOT 153 1,800 SF LOT 154 2,775 SF LOT 156 1,800 SF LOT 157 1,800 SF LOT 158 1,800 SF LOT 159 1,800 SF LOT 160 1,800 SF LOT 161 1,800 SF LOT 162 2,775 SF LOT 164 1,800 SF LOT 165 1,800 SF LOT 166 1,800 SF LOT 167 1,800 SF LOT 168 1,800 SF LOT 169 1,800 SF LOT 170 2,775 SF LOT 184 2,775 SF LOT 183 1,800 SF LOT 182 1,800 SF LOT 181 1,800 SF LOT 180 1,800 SF LOT 179 1,800 SF LOT 177 2,850 SF LOT 176 1,848 SF LOT 175 1,848 SF LOT 174 1,848 SF LOT 173 1,848 SF LOT 172 1,800 SF LOT 186 2,568 SF LOT 187 2,568 SF LOT 188 2,568 SF LOT 189 2,568 SF LOT 190 3,732 SF LOT 206 3,732 SF LOT 205 2,568 SF LOT 204 2,568 SF LOT 203 2,568 SF LOT 202 2,568 SF LOT 192 2,568 SF LOT 193 2,568 SF LOT 194 2,568 SF LOT 195 3,732 SF LOT 197 2,568 SF LOT 198 2,568 SF LOT 199 2,568 SF LOT 200 3,732 SF LOT 245 2,134 SF LOT 247 3,183 SF LOT 133 2,775 SF LOT 140 2,775 SF LOT 147 2,775 SF LOT 155 2,775 SF LOT 163 2,775 SF LOT 171 2,755 SF LOT 178 2,775 SF LOT 185 3,732 SF LOT 191 3,732 SF LOT 196 3,732 SF LOT 201 3,732 SF LOT 118 2,775 SF LOT 119 1,800 SF LOT 120 1,800 SF LOT 121 1,800 SF LOT 122 1,800 SF LOT 123 1,800 SF LOT 124 2,775 SF LOT 114 2,834 SF LOT 115 1,907 SF LOT 116 1,907 SF LOT 117 2,832 SF LOT 246 2,106 SF250' LT. TURN LANE200' LT. TURN LANE TAPER 12' UD-4 (TYP.) 12'12' LOT 1311,800 SF LOT 1301,800 SF LOT 1291,800 SF LOT 1281,800 SF LOT 1271,800 SF LOT 1261,800 SF LOT 125 2,772 SF PROP. ARV MISTFLOWER WAY (PUBLIC)LOVAGE DR. (PRIVATE) CRABAPPLE ST. (PRIVATE)CALLALILY STREET (PRIVATE)CALLALILY STREET (PRIVATE)36a 66 65 64a 64 65a 65b 61a 61 60 59a 58 57 56 55 11 11a 12 16 17 17b 17a 31 32 33 34 34a 34b 34c 35 36 38 39 54b 54c 54d 54e 54f 54g 54h 54i 54j 54k 59 52b 31a OPEN SPACE "A" (7.66 AC) OPEN SPACE "A" (7.66 AC) OPEN SPACE "B" (0.50 AC) OPEN SPACE "F" (0.64 AC)1,7781,7783,269 3,269 58 58 274274143 143 1,6341,634PROP. ARV PROP. ARVGRID MERIDIANVA NORTH ZONE NAD8330 80 INV 33 64 EP 33 83 EP 34 33 EP 34 30 EP 34 78 EP 35 25 EP 35 19 EP 34 01 EP 35 38 BP 35 26 EP 35 06 EP 34 74 EP 35 19 EP 34 79 EP 34 90 EP 34 53 EP 35 86 EP 35 89 EP 35 95 BP 34 66 EP 33 13 EP 34 95 EP 34 99 EP 35 00 EP 35 05 BP 35 40 EP 35 80 EP 35 73 EP 36 13 EP 34 47 EP 34 87 EP 34 82 EP 34 65 EP 35 33 EP 35 75 EP 35 58 EP 35 75 EP 34 39 EP 34 46 BP 34 12 EP 34 23 EP 37 34 TC 37 15 TC 36 83 TC 36 22 TC 35 71 TC 35 90 TC 39 40 GND 35 05 SS 34 11 EP3407 EP 34 07 EP 34 20 EP3419 EP 34 26 EP 34 53 EP 34 30 EP 34 80 EP 34 37 EP 34 60 EP 34 70 EP 34 82 EP 35 36 EP 35 29 EP 35 07 EP 34 96 EP 34 89 EP 34 78 EP 35 30 EP 35 23 EP 34 78 EP 34 86 EP 35 06 EP 35 09 EP 34 82 EP 33 35 EP 33 34 EP 33 35 EP3374 EP 33 86 EP 33 78 EP 34 04 EP 34 33 EP3443 EP 33 95 EP3415 EP 34 30 EP 34 37 EP 33 93 EP 34 06 EP 34 95 EP 34 99 EP 34 33 EP 34 41 EP 35 03 EP 35 00 EP 35 00 EP 35 18 EP 35 13 EP 35 26 EP 35 76 EP 35 64 EP 35 53 EP 35 30 EP 35 68 EP 35 39 EP 35 28 EP 35 28 EP 34 68 LP 36 31 HP 34 81 LP 34 99 LP 34 07 LP 44 97 EX 42 69 TOP 43 14 BP 42 61 TOP 42 85 BP 42 26 TOP 42 47 BP 41 19 TOP 41 44 BP 40 76 SS 41 71 TOP 41 97 BP 43 02 TOP 43 36 SS 36 98 SS 37 64 SS 38 07 SS 38 49 SS 38 92 SS 39 35 SS 39 78 SS 40 43 SS 40 54 SS 41 20 SS 41 62 SS 42 00 SS 42 21 SS 42 23 SS 42 08 SS 41 50 SS 40 74 SS 42 19 SS 42 31 SS 42 21 SS 41 97 SS 41 70 SS 41 54 SS 40 19 SS 40 13 SS 40 02 SS 39 62 SS 39 26 SS 38 78 SS 38 10 SS 37 94 SS 36 97 SS 37 73 SS 38 85 SS 40 77 SS 41 60 SS 42 42 SS 40 84 SS 42 35 SS 41 28 SS 40 60 SS 39 92 SS 41 19 SS 45 32 SS 45 65 SS 46 00 SS 46 68 SS 46 09 SS 45 85 SS 42 67 SS 44 97 SS 45 67 SS 45 87 SS 45 84 SS 45 58 SS 45 10 SS 44 50 SS 43 58 SS 42 97 SS 42 20 SS 41 72 SS 41 19 SS 40 67 SS 40 23 SS 39 95 SS 39 80 SS 39 88 SS 40 26 SS4082 SS4081 SS4107 SS4146 SS4200 SS4228 SS4314 SS 39 21 SS 39 94 SS 40 42 SS 40 89 SS 41 37 SS 41 84 SS 42 32 SS 42 73 SS 43 01 SS 40 32 SS 43 19 SS 42 85 SS 42 49 SS 42 15 SS 41 36 SS 40 84 SS 40 51 SS 39 82 SS 40 18 SS 43 51 SS 43 19 SS 42 85 SS 42 51 SS 41 68 SS 41 02 SS 40 92 SS 39 28 SS3965 SS 40 31 SS 40 74 SS 41 16 SS 41 59 SS 42 02 SS 42 44 SS 42 81 SS 43 02 SS 38 12 SS 36 02 SS 35 85 SS 35 81 SS 35 88 SS 38 48 SS3758 SS3663 SS 41 12 SS 40 46 SS 40 01 SS 39 57 SS 39 13 SS 38 68 SS 38 24 SS 37 56 SS3637 SS 39 09 SS 38 75 SS 39 61 SS 40 43 SS 40 77 SS 41 10 SS 38 98 SS 37 44 SS 36 76 SS 36 32 SS 35 87 SS 35 43 SS 34 99 SS 34 59 SS 34 30 SS3521 SS 35 73 SS 35 73 SS 35 91 SS 36 72 SS 37 07 SS 37 41 SS 36 14 SS 41 61 SS 41 60 SS 41 35 SS 40 92 SS 40 39 SS 39 86 SS 39 08 SS 38 97 SS 38 20 SS 37 67 SS 37 14 SS 36 61 SS 35 83 SS 31 72 SS 32 78 SS 33 17 SS 33 79 SS 34 56 SS 34 23 SS 34 40 SS 36 87 SS 37 90 SS 38 32 SS 38 61 SS 39 22 SS 39 63 SS 37 53 SS 38 37 SS 37 70 SS 37 03 SS 36 36 SS 35 69 SS 33 33 SS 33 14 SS 34 04 SS 33 37 SS 32 70 SS 32 03 SS 30 56 SS 313195 SS3232 SS 33 49 SS 32 65 SS 32 02 SS 34 39 EP 34 40 EP 39 00 EP3855 EP 38 56 EP 38 22 EP3778 EP 38 00 EP 38 26 EP 39 05 EP 38 02 EP 38 46 EP 38 70 EP 40 61 EP 43 40 EP 43 87 EP 42 11 EP 41 23 EP 40 27 EP 39 74 EP 38 39 EP3914 EP 43 50 EP 43 78 EP 43 85 EP 41 45 EP 43 86 EP 42 90 EP 42 85 EP 39 67 EP 38 99 EP 39 24 EP 38 41 EP 37 EP 32 14 EP 32 42 EP 32 69 EP3278 EP 33 00 EP 33 22 EP 32 90 SS 33 85 BP 37 56 BP 39 40 BP 37 45 BP 41 97 BP 37 88 BP 34 01 BP 43 41 BP 35 61 BP 38 91 BP 41 11 BP 40 00 BP 41 19 BP 42 28 BP 740740 738 738 740 742 74274274074 2 744 742740 740744742740 742744 742 746746746 742744746740738742744746 746 74474 4 7447447447447 4 4 74274 2 74 0 740 7407 3 8 7 4 0 738 7 4 0 740 738 736 73 8 73 6 736 738734734734 734736736738 738 736738734736738740742738740742740 736 738 742 740 738 736 7 4 0 740738744742 7427 4 2742 7 3 6 7 3 8 7 4 0 7427407387347 3 4 7 3 2 732 734 736 736738732734730734 740 738 734738740742736734732 738740742 734 736 7 3 2 7 3 4 7 3 6 728730732734728 730 7327347327424289 BP 42 98 BP 34 54 TOP 34 86 TOP 32 19 TOP 33 01 TOP 38 24 TOP 39 63 TOP 40 08 TOP 32 64 TOP 29 04 TOP 32 83 TOP 42 00 TOP 47 98 SS 46 70 SS 46 70 SS 41 55 SS 41 75 SS 44 32 SS4412 SS 39 11 SS3915 SS 41 79 SS4183 SS 42 67 SS4271 SS 43 34 SS4338 SS 41 68 SS 41 72 SS 43 69 SS 43 73 SS 45 63 SS 45 67 SS 46 30 SS 46 34 SS 44 36 SS 44 40 SS 41 18 SS 41 22 SS 41 37 SS 41 41 SS 44 05 SS 44 09 SS 44 42 SS4438 SS 41 70 SS 41 74 SS 37 99 SS 40 67 SS 42 32 SS4236 SS 39 64 SS3968 SS 38 69 SS 38 73 SS 36 68 SS3672 SS 37 91 SS 37 95 SS 39 92 SS 39 96 SS 41 21 SS4117 SS 43 18 SS 43 22 SS 39 36 35 32 34 60 SS 34 60 SS 35 73 BP 35 73 BP SLAB = 735.31 SLAB = 734.64 SLAB = 733.97SLAB =744.40SLAB =743.73SLAB =743.06SLAB =742.39SLAB =746.34SLAB =747.01SLAB =747.68SLAB =748.35SLAB =748.35SLAB =747.68SLAB =747.01SLAB = 745.07 SLAB = 744.40 SLAB = 743.73 SLAB = 743.06 SLAB = 743.06 SLAB = 742.39 SLAB = 742.39 SLAB = 742.39 SLAB =744.05SLAB =744.72SLAB =744.72SLAB =744.72SLAB =744.05SLAB =743.38SLAB =743.38SLAB =742.50SLAB =741.83SLAB =741.16SLAB =741.16SLAB =740.49SLAB =739.82SLAB =739.82SLAB = 741.34 SLAB = 740.67 SLAB = 740.00 SLAB = 739.33 SLAB = 739.33 SLAB = 738.66 SLAB = 738.66 SLAB = 738.66 SLAB =742.41SLAB =742.41SLAB =743.08SLAB =743.75SLAB =744.42SLAB =744.42SLAB =745.09SLAB =745.09SLAB =744.76SLAB =744.76SLAB =744.09SLAB =744.09SLAB =743.42SLAB =742.75SLAB =742.08SLAB =742.08SLAB =737.39SLAB =737.39SLAB =737.39SLAB =738.06SLAB =738.73SLAB =738.73SLAB =739.40SLAB =740.35SLAB =740.35SLAB =741.02SLAB =741.69SLAB =742.36SLAB =742.36SLAB =743.03SLAB =743.89SLAB =743.22SLAB =743.22SLAB =742.55SLAB =742.55SLAB =741.88SLAB =740.63SLAB =739.96SLAB =739.29SLAB =738.62SLAB =738.6229 26 INV 30 40 INV 8.1 8 % 6.5 5 % 6.3 2 % 6.3 9 % 5.58% 5.01% 5.30% 6.42% 5.89% 3.85% 3.23% 6.00% 4.18% 5.13% 5.94% 4.37% 5.15% 6.14% 6.00% 4.19% 5.15% 6.33% 5.71% 5.94% 5.18% 5.73% 3.80% 4.56% 5.49% 6.27% 4.74% 5.53% 4.75% 3.87% 4.81% 4.19% 5.86% 5.24% 4.47% 3.86% 6.00%6.53%5.48%5.03%4.73%6.30%5.10%5.73%6.10%5.43% 4.70% 6.33% 5.58% 4.67% 3.92% 6.00% 5.64% 4.91% 6.55% 5.79% 4.87% 6.48% 8.62% 6.07% 3.96% 4.42% 4.88% 5.35% 6.09% 6.22% 4.44% 4.92% 3.61% 5.19%4.72%6.08%6.76%744730 45 03 SS4483 SS 43 79 SS43 99 SS 43 47 SS 43 67 SS 43 21 SS 43 41 SS 42 43 SS 42 63 SS 41 98 SS 42 18 SS 42 87 SS 43 07 SS 4386SS4435SS4391SS4363SS4342SS4305SS4264SS42 21 SS 41 63 SS 41 14 SS 40 30 SS 40 21 SS 39 45 SS 38 79 SS 39 54 SS 43 81 BP 39 79 BP 38 61 TOP 742 740 7 4 2 7 4 2 OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) 42 01 SS 34 10 SS STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 30GRADING PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 36 MATCH LINE SHEET 31 MATCH LINESHEET 34NOTES: 1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2). 2.ALL RETAINING WALLS SHALL BE PERMITTED INDEPENDENTLY FROM BUILDING PERMITS. 3.ALL RETAINING WALL 30 INCHES MEASURED VERTICALLY TO THE SURFACE OR GRADE BELOW SHALL REQUIRE PEDESTRIAN GUARDS (RAILING/FENCING). 4.TW = PROPOSED GRADE AT THE TOP OF WALL, HIGH SIDE OF THE RETAINING WALL. 5.BW= PROPOSED GRADE AT THE BOTTOM OF WALL, LOW SIDE OF THE RETAINING WALL. 6.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'S GEOTECHNICAL ENGINEER. 7.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATER THAN 10' PER VDOT REQUIREMENTS. SSSSSSSPROPOSED RETAINING WALL #1 PROPOSED RETAINING WALL #2 LOT 1 2,775 SF LOT 2 1,800 SF LOT 3 1,800 SF LOT 4 2,775 SF LOT 5 3,732 SF LOT 6 2,568 SF LOT 7 2,568 SF LOT 8 2,568 SF LOT 9 2,568 SF LOT 106 2,775 SF LOT 107 1,800 SF LOT 108 1,800 SF LOT 109 1,800 SF LOT 110 1,800 SF LOT 111 1,800 SF LOT 112 1,800 SF LOT 113 2,775 SF LOT 146 2,775 SF LOT 206 3,732 SF LOT 59 3,732 SF LOT 60 2,568 SF LOT 61 2,568 SF LOT 62 2,568 SF LOT 63 2,568 SF LOT 64 3,732 SF LOT 65 3,732 SF LOT 66 2,568 SF LOT 67 2,568 SF LOT 68 2,568 SF LOT 69 2,568 SF LOT 70 3,732 SF LOT 71 3,732 SF LOT 72 2,568 SF LOT 73 2,568 SF LOT 74 2,568 SF LOT 75 2,568 SF LOT 76 3,732 SF LOT 77 3,732 SF LOT 78 2,568 SF LOT 79 2,568 SF LOT 80 2,568 SF LOT 81 3,732 SF LOT 82 2,775 SF LOT 83 1,800 SF LOT 84 1,800 SF LOT 85 1,800 SF LOT 86 1,800 SF LOT 87 1,800 SF LOT 88 2,775 SF LOT 89 2,775 SF LOT 90 1,800 SF LOT 91 1,800 SF LOT 92 1,800 SF LOT 93 1,800 SF LOT 94 1,800 SF LOT 95 2,775 SF LOT 105 2,732 SF LOT 104 1,856 SF LOT 103 1,871 SF LOT 102 1,871 SF LOT 101 2,884 LOT 100 2,775 SF LOT 99 1,800 SF LOT 98 1,800 SF LOT 97 1,800 SF LOT 96 2,775 SF LOT 185 3,732 SF540' LT. TURN LANE UD-4 (TYP.) UD-4 (TYP.) CALLALILY STREET (PRIVATE)MISTFLOWER WAY (PUBLIC) CRABAPPLE ST. (PRIVATE) CRABAPPLE ST. (PRIVATE)54 53 50 49 48 47 41d 25 25a 26 27 27a 29 3030b 30a 54a 69 44a 46c 46b 5152 71 41c 46a 52a 41a 41b 42 43 41f 41e 44 46 45 28 OPEN SPACE "C" (0.97 AC)OPEN SPACE "D" (0.37 AC)OPEN SPACE "B" (0.50 AC) OPEN SPACE "F" (0.64 AC) PROP. ARV 72 34 88 EP 35 90 EP 34 43 EP 34 23 EP 34 15 EP 32 46 EP 39 24 EP 39 18 EP 32 46 EP 31 58 EP 29 13 EP 32 12 EP 35 08 EP 35 08 EP 35 02 EP 34 80 EP 34 78 EP 38 39 EP 38 54 EP 39 01 EP 39 18 EP 39 24 EP 37 13 SS 34 75 SS 35 35 SS 35 73 SS 36 38 SS 36 98 SS 35 58 SS 36 28 SS 37 39 SS 37 76 SS 38 27 SS 38 54 SS 38 49 SS 38 00 SS 31 79 SS 33 32 SS 33 56 SS 34 17 SS 34 77 SS 35 03 SS 34 82 SS 35 60 SS 36 27 SS 36 95 SS 37 61 SS 38 11 SS 36 98 SS3947 SS 38 78 SS 38 31 SS 37 83 SS 37 36 SS 36 88 SS 36 19 SS 36 09 SS 35 40 SS 34 93 SS 34 45 SS 33 98 SS 33 29 SS3317 SS 33 78 SS 34 18 SS 34 57 SS 34 97 SS 35 37 SS 35 76 SS 36 37 SS 36 47 SS 37 08 SS 37 48 SS 37 87 SS 38 27 SS 38 66 SS 39 06 SS 39 67 SS 32 20 SS 32 55 SS 32 82 SS 33 08 SS 33 48 SS 33 54 SS 33 95 SS 34 21 SS 34 58 SS 34 96 SS 35 54 SS 32 66 SS 33 06 SS 33 32 SS 33 58 SS 33 84 SS 34 10 SS 34 36 SS 34 62 SS 35 02 SS 31 24 SS 31 57 SS 31 90 SS 32 23 SS 32 57 SS 32 90 SS 33 24 SS 36 98 SS 37 64 SS3794 SS 36 97 SS 38 85 SS 34 68 SS 34 94 SS 35 12 SS 35 30 SS 35 48 SS 35 66 SS 37 39 SS3688 SS3653 SS3632 SS 38 03 SS 38 69 SS 39 34 SS 39 98 SS 41 61 SS 39 63 SS 37 53 SS 40 99 EP4099 EP 39 63 EP3962 EP 36 63 EP 34 29 EP 34 34 EP 34 65 EP 34 74 EP 35 15 EP 34 65 EP 32 05 EP 29 05 EP 31 58 SS 33 01 SS 34 26 SS3374 SS 34 64 SS 31 51 SS 36 29 EP 36 92 EP 37 56 SS 38 03 SS 37 36 EP 36 30 SS 35 50 EP 37 56 BP 34 13 BP 36 63 BP 36 96 BP 36 64 BP 40 61 BP 40 31 BP 35 99 BP 35 93 BP 36 10 BP 37 45 BP 41 28 BP 40 53 BP 35 63 BP 35 56 BP 35 53 BP 35 04 BP 736 736 730 732 7 3 4 7 3 4 734736 7 3 4732730 740 742 736 734 734 732736 738 736 73673874074 0 740736734738738 7 4 0 7 4 0 738736736736 740738 740736736736 736 738 74074 0736738732734732734734734730728732734732728 728 734740 738 740 738 738 74273673873473431 76 TOP 32 26 BP 27 60 TOP 35 37 BP 35 07 TOP 33 42 SS 33 96 SS 34 18 SS 34 61 SS 35 09 SS 35 31 SS 35 64 SS 34 53 SS 34 85 SS 37 42 SS 37 60 SS 38 07 SS 38 55 SS 39 10 SS 39 64 SS 39 49 SS 35 55 SS 35 71 SS 35 72 SS 35 53 SS 35 04 SS 33 81 SS 33 56 SS 34 22 SS 33 71 SS 33 18 SS 32 69 SS 32 15 SS 35 83 SS3523 SS3523 SS3523 SS 34 56 SS 30 55 SS 31 88 SS3304 SS 32 37 SS 35 41 TOP 31 43 TOP 34 04 TOP 35 42 TOP 30 94 TOP 36 41 TOP 38 85 TOP 32 78 SS 33 78 SS 32 58 SS 32 78 SS 32 64 SS 34 13 SS 33 28 SS 35 79 SS 35 29 SS 35 75 SS 35 87 SS 35 91 SS 35 41 SS 32 41 SS 34 41 SS 35 91 SS 33 74 SS 39 41 42 43 40 01 SS3997 SS 37 96 SS 38 00 SS 36 96 SS3692 SS 34 91 SS 34 95 SS 34 85 SS 34 89 SS 37 53 SS 37 57 SS 38 31 SS3835 SS 40 99 SS4103 SS 33 72 SS3368 SS 35 73 SS3569 SS 35 93 SS 35 97 SS 36 64 SS3660 SS 34 19 SS3423 SS 36 20 SS3624 SS 39 11 SS3915 SS 37 99 SS 37 95 SS 40 63 SS 40 67 SS 43 18 SS 43 22 SS 39 33 49 BP 33 65 BP 32 29 BP 21 90 TOP 24 60 TOP 20 98 TOP 2933BPSLAB = 734.45 SLAB = 735.12 SLAB = 735.79 SLAB = 736.46 SLAB = 736.58 SLAB = 736.58 SLAB = 737.25 SLAB = 737.25 SLAB = 737.25 SLAB =740.68SLAB =740.68SLAB =740.01SLAB =739.34SLAB =738.67SLAB =738.67SLAB =737.63SLAB =736.96SLAB =736.29SLAB =735.62SLAB =735.62SLAB =735.56SLAB =735.56SLAB =735.23SLAB =735.23SLAB =736.90SLAB =737.57SLAB =738.24SLAB =739.02SLAB =739.02SLAB =739.69SLAB =739.69SLAB =740.36SLAB =741.03SLAB =741.70SLAB =737.31SLAB =737.31SLAB =737.31SLAB =736.64SLAB =736.64SLAB =736.40SLAB =735.73SLAB =735.06SLAB =734.39SLAB =734.39SLAB =734.90SLAB =734.90SLAB =735.57SLAB =735.57SLAB =736.24SLAB =736.24SLAB =736.91SLAB =736.91SLAB =739.82SLAB =739.82SLAB = 741.34 SLAB = 740.67 SLAB = 740.00 SLAB = 739.33 SLAB = 739.33 SLAB = 738.66 SLAB = 738.66 SLAB = 738.66 SLAB =743.895.37%3.70%3.67%4.48%2.95%4.58%3.98%3.38%3.66%4.41% 3.19% 4.47% 3.78% 5.10% 4.13% 5.41% 4.74% 7.55% 4.53% 5.44% 6.76% 8.35% 7.42% 6.28% 7.24% 6.02% 4.97% 4.61% 2.92% 3.93% 2.61% 3.41% 4.30% 5.35% 5.12% 3.44% 4.47% 3.15% 3.93% 4.82% 5.89% 4.58% 4.92% 5.57% 5.16% 6.88% 5.05% 3.17% 3.82% 4.47% 5.12% 3.55% 6.00%5.43%4.89%4.05%4.99%3.15%3.09%3.13%3.40%5.19% TW=730.55 BW=730.00 TW=728.36 BW=720.00 TW=728.20 BW=719.61 TW=728.92 BW=720.00 TW=730.96 BW=722.00 TW=732.05 BW=726.00 TW=732.65 BW=732.00 TW=726.00 BW=726.00 73072838 89 SS 38 66 SS 68 SS 38 00 SS 37 99 SS 38 23 SS 38 79 SS 33 22 INV 33 00 INV 34 66 BP 41 86 BP 38 61 TOP 35 05 BP 73673473 6734 7 3 8 7 4 0 740734OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) 36 29 SW 36 67 SS 36 18 SS3573 SS 36 18 SS 37 16 SW 34 73 SS 35 93 SS736 1.0%1.0%2.0%2.0%38 49 EPGRID MERIDIANVA NORTH ZONE NAD83STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE) PROP. ADA ACCESSIBLE ROUTE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 31GRADING PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 30 MATCH LINE SHEET 32MATCH LINE SHEET 33NOTES: 1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2). 2.ALL RETAINING WALLS SHALL BE PERMITTED INDEPENDENTLY FROM BUILDING PERMITS. 3.ALL RETAINING WALL 30 INCHES MEASURED VERTICALLY TO THE SURFACE OR GRADE BELOW SHALL REQUIRE PEDESTRIAN GUARDS (RAILING/FENCING). 4.TW = PROPOSED GRADE AT THE TOP OF WALL, HIGH SIDE OF THE RETAINING WALL. 5.BW= PROPOSED GRADE AT THE BOTTOM OF WALL, LOW SIDE OF THE RETAINING WALL. 6.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'S GEOTECHNICAL ENGINEER. 7.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATER THAN 10' PER VDOT REQUIREMENTS. NOTE: 1.ACCESSIBLE ROUTES SHOWN WITH RED DASH HAVE A MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%. ACCESSIBLE ROUTE -MAX. RUNNING SLOPE 5% -MAX. CROSS SLOPE 2% KEY SSSSSSS LOT 1 2,775 SF LOT 2 1,800 SF LOT 3 1,800 SF LOT 4 2,775 SF LOT 5 3,732 SF LOT 6 2,568 SF LOT 7 2,568 SF LOT 8 2,568 SF LOT 9 2,568 SF LOT 10 3,732 SF LOT 11 3,732 SF LOT 12 2,568 SF LOT 13 2,568 SF LOT 14 2,568 SF LOT 15 2,568 SF LOT 16 3,732 SF LOT 17 3,732 SF LOT 18 2,568 SF LOT 19 2,568 SF LOT 20 2,569 SF LOT 21 2,603 SF LOT 22 3,959 SF LOT 23 3,732 SF LOT 24 2,568 SF LOT 25 2,568 SF LOT 26 2,568 SF LOT 27 2,568 SF LOT 28 3,732 SF LOT 30 2,568 SF LOT 31 2,568 SF LOT 32 2,568 SF LOT 29 3,732 SF LOT 35 3,732 SF LOT 58 3,732 SF LOT 59 3,732 SF CRABAP P L E S T . ( P R I V A T E ) CRABAPPLE ST. (PRIVATE) CRABAPPLE ST. (PRIVATE) 41d 22 1 2 68 67 20f 20c 20d 23 25a 41 3 20a 20b 41c 21 21a 20 41a 41b 1a 40a 42 41f 41e OPEN SPACE "A" (7.66 AC) 300 301A 301 302 40 PROP. ARV 35 19 BP 35 14 SS 34 88 EP 35 90 EP 34 56 EP 34 11 EP 33 82 EP 32 73 EP 32 18 EP 32 04 EP 32 22 34 43 EP 34 23 EP 34 15 EP 32 46 EP3246 EP 31 58 EP 33 08 SS 35 05 SS 34 74 SS3713 SS 31 79 SS3329 SS3317 SS 34 68 SS 34 94 SS 35 12 SS 35 30 SS 35 48 SS 35 66 SS 35 93 SS 35 96 SS 36 22 SS 36 27 SS 36 16 SS 35 90 SS 35 48 SS 34 79 SS 34 69 SS 34 00 SS 33 53 SS 33 05 SS 32 61 SS 32 18 SS 34 61 SS 33 94 SS 33 27 SS 32 67 SS 32 60 SS3334 SS 33 26 SS3535 SS3569 SS3569 SS3569 SS3569 SS3396 SS 31 61 SS 31 45 SS 31 74 SS 32 32 SS 32 66 SS 33 00 SS 33 33 SS 33 67 SS 32 89 SS 32 99 SS 33 23 SS 32 86 SS 32 49 SS 32 11 SS 33 77 SS 33 85 SS 34 39 SS 34 87 SS 35 21 SS 35 54 SS 35 51 SS 34 76 SS 32 11 EP 31 54 EP 32 62 EP 32 74 EP 33 13 EP 33 18 EP 37 26 SS 36 59 EP 37 05 EP 38 04 SS 36 57 EP 36 14 EP 36 06 EP 35 77 EP 35 62 EP 35 63 EP 36 08 EP 31 58 SS 33 01 SS 34 26 SS3374 SS 34 64 SS 34 56 BP 32 06 BP 36 32 BP 33 20 BP 34 13 BP 35 04 BP 728 730 732 734 736 734 736 734 736 732 734 7 3 2 7 3 2 7 3 4 732732 734 734 734 736 736 734736736 736 730 732 7 3 4 73 4 734736 736 7 3 4732730 734 732 738 738736 734 734 73207 50 SS 12 60 SS 12 60 SS 12 60 SS 12 60 SS 14 00 SS 14 50 SS 14 50 SS 14 50 SS 14 50 SS 13 70 SS 13 70 SS 13 30 SS 13 30 SS1400 SS 13 20 SS 13 20 SS 19 80 SS 19 80 SS 19 80 SS 19 80 SS 19 00 SS 11 00 SS 11 00 SS 19 00 SS 19 00 SS 19 00 SS 18 76 SS 18 76 SS 30 52 SS 30 28 SS 30 06 SS 30 28 SS 30 52 SS 30 30 SS 31 18 SS 31 42 SS 30 38 SS 30 62 SS 30 38 SS 30 38 SS 26 12 SS 25 88 SS 25 68 SS 25 92 SS 26 12 SS 25 88 SS 19 16 SS 20 16 SS 20 40 SS 19 40 SS2212 SS 22 24 SS 30 30 BP 22 12 SS 22 12 SS 22 12 SS 22 24 SS 22 24 SS 22 12 SS 14 00 SS 14 00 SS 14 00 SS 14 00 SS 14 00 SS 710 712 712.9 713 714 715 716 718 720 722 716 722 720 718 716 714 712 715 714 713.3 713.1 712.6 712.6 713.1 713.3 714 715 716 715 714 713 712.9 712 710 710 712 712.9 713 714 715 716 718 720 722 724 726 728 7303412 SS 35 83 SS3523 SS3523 SS3523 SS 34 56 SS 30 55 SS 31 88 SS3304 SS 32 37 SS 31 43 TOP 31 22 TOP 29 40 TOP 27 84 TOP 26 00 TOP 30 94 TOP 32 78 SS 33 78 SS 32 58 SS 32 78 SS 32 64 SS 34 13 SS 33 28 SS 35 79 SS 35 29 SS 35 75 SS 35 87 SS 35 91 SS 35 41 SS 32 41 SS 34 41 SS 35 91 SS 35 69 SS 37 04 SS 35 02 SS 36 37 SS 34 61 SS 35 96 SS 35 92 SS3633 SS3700 SS3721 SS 37 25 SS 35 75 SS 33 74 SS 33 95 SS 33 91 SS 33 34 SS 33 30 SS 35 35 SS 35 31 SS 34 70 SS 34 66 SS3870 SS3866 SS3944 SS3948 SS 91 34 85 SS 34 89 SS 33 49 BP 33 65 BP 32 29 BP 90 TOP 20 98 TOP SLAB = 734.45 SLAB = 735.12 SLAB = 735.79 SLAB = 736.46 SLAB = 736.58 SLAB = 736.58 SLAB = 737.25 SLAB = 737.25 SLAB = 737.25 SLAB = 737.92 SLAB = 737.71 SLAB = 737.71 SLAB = 737.71 SLAB = 737.71 SLAB = 737.71 SLAB = 737.04 SLAB = 736.63 SLAB = 736.63 SLAB = 735.96 SLAB = 735.29 SLAB = 734.62 SLAB = 734.62 SLAB = 734.01 SLAB = 734.01 SLAB = 734.68 SLAB = 734.68 SLAB = 735.35 SLAB = 735.35 SLAB = 736.56 SLAB = 736.56 SLAB = 737.23 SLAB = 737.23 SLAB =735.37SLAB =739.37SLAB =740.15SLAB =735.565.37%3.70%3.67%4.48%2.95%4.58%3.98%3.38%5.02%3.66%3.16%2.60%2.68%3.43%4.73%4.37%6.05%7.62%6.97%6.24%5.08%5.67%5.97%4.87%5.86%4.62%5.61%6.61%6.00%4.52%5.52%4.28%5.27%4.61% 3.92%3.92%4.63% TW=730.55 BW=730.00 TW=728.70 BW=728.20 TW=733.00 BW=724.20 TW=726.00 BW=726.00 7307287267247227207187127147167187207227227127147 16 71 8 72672472272072072672 6 728 7307327302341 SS 23 71 SS 23 93 SS 23 73 SS 713.3714720718716709715713.1712711.6710708708713.3714716709715713.1712711.67107 1 2 . 1 734734OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) 12 60 SS 12 60 SS GRID MERIDIANVA NORTH ZONE NAD83STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE) WETLAND SHELF ZONE 2 WETLAND SHELF ZONE 1 WETLAND SHELF ZONE 3 WETLAND SHELF ZONE 2 WETLAND SHELF ZONE 1 AERATION FOUNTAIN (DESIGN BY OTHERS) 10 YR WSE = 718.30 10 YR WSE = 718.30 100 YR WSE (CLOGGED) = 720.91 100 YR WSE (CLOGGED) = 720.91 NORMAL POOL WSE = 713.10 NORMAL POOL WSE = 714.00 NORMAL POOL WSE = 714.00 NORMAL POOL WSE = 713.10 GRASS ACCESS TO SWM FACILITY PROP. SWM LEVEL 2 WET POND #1 FOREBAY #2 FOREBAY #1 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 32GRADING PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 31 MATCH LINE SHEET 33 NOTES: 1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2). 2.ALL RETAINING WALLS SHALL BE PERMITTED INDEPENDENTLY FROM BUILDING PERMITS. 3.ALL RETAINING WALL 30 INCHES MEASURED VERTICALLY TO THE SURFACE OR GRADE BELOW SHALL REQUIRE PEDESTRIAN GUARDS (RAILING/FENCING). 4.TW = PROPOSED GRADE AT THE TOP OF WALL, HIGH SIDE OF THE RETAINING WALL. 5.BW= PROPOSED GRADE AT THE BOTTOM OF WALL, LOW SIDE OF THE RETAINING WALL. 6.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'S GEOTECHNICAL ENGINEER. 7.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATER THAN 10' PER VDOT REQUIREMENTS. SSSSSSSSSS LOT 8 2,568 SF LOT 9 2,568 SF LOT 10 3,732 SF LOT 11 3,732 SF LOT 12 2,568 SF LOT 13 2,568 SF LOT 14 2,568 SF LOT 15 2,568 SF LOT 16 3,732 SF LOT 17 3,732 SF LOT 18 2,568 SF LOT 19 2,568 SF LOT 20 2,569 SF LOT 21 2,603 SF LOT 22 3,959 SF LOT 23 3,732 SF LOT 24 2,568 SF LOT 25 2,568 SF LOT 26 2,568 SF LOT 27 2,568 SF LOT 28 3,732 SF LOT 30 2,568 SF LOT 31 2,568 SF LOT 32 2,568 SF LOT 33 2,568 SF LOT 34 3,666 SF LOT 29 3,732 SF LOT 35 3,732 SF LOT 36 2,568 SF LOT 37 2,568 SF LOT 38 2,568 SF LOT 39 2,568 SF LOT 40 3,732 SF LOT 41 3,732 SF LOT 42 2,568 SF LOT 43 2,568 SF LOT 44 2,568 SF LOT 45 2,568 SF LOT 46 3,732 SF LOT 206 3,732 SF LOT 228 3,732 SF LOT 48 2,568 SF LOT 47 3,732 SF LOT 49 2,568 SF LOT 50 2,568 SF LOT 51 2,568 SF LOT 52 3,732 SF LOT 53 3,732 SF LOT 54 2,568 SF LOT 55 2,568 SF LOT 56 2,568 SF LOT 57 2,568 SF LOT 58 3,732 SF LOT 59 3,732 SF LOT 60 2,568 SF LOT 61 2,568 SF LOT 62 2,568 SF LOT 63 2,568 SF LOT 64 3,732 SF LOT 65 3,732 SF LOT 66 2,568 SF LOT 67 2,568 SF LOT 68 2,568 SF LOT 69 2,568 SF LOT 70 3,732 SF LOT 207 3,732 SF PROP. ARV PROP. ARV PROP. ARV CALLALILY STREET (PRIVATE)LOVAGE DR. (PRIVATE)HOSTA DR. (PRIVATE)CRABAP P L E S T . ( P R I V A T E ) CRABAPPLE ST. (PRIVATE) 22 2 4 5 6 7a 7 8 68 67 20f 20c 20d 20e 23 2425 25a 27 27a 4a 3 20b 1a OPEN SPACE "E" (0.31 AC)OPEN SPACE "G" (0.39 AC) PROP. ARV 35 19 BP 35 14 SS 35 88 SS 35 90 EP 34 56 EP 34 11 EP 33 82 EP 32 73 EP 32 18 EP 32 04 EP 32 22 EP 32 37 EP 32 61 EP 33 80 EP 33 47 EP 32 54 EP 32 32 EP 31 75 EP 31 60 EP3737 EP 38 31 EP 38 08 EP 34 48 EP 32 17 EP 34 70 EP 33 98 EP3405 EP 34 24 EP3429 EP 36 97 EP 37 05 EP 37 52 EP3766 EP 38 36 EP 40 27 EP 33 08 SS 33 67 SS 34 09 SS 34 50 SS 34 92 SS 35 33 SS 35 94 SS 36 02 SS 36 61 SS 36 98 SS 37 09 SS 36 97 SS 36 58 SS 35 69 SS 35 05 SS 33 96 SS 34 52 SS 35 09 SS 35 56 SS 35 98 SS 35 74 SS 35 25 SS 33 98 SS 34 17 SS 33 42 SS 32 81 SS 32 19 SS 31 54 SS 30 92 SS 34 74 SS 35 18 SS 35 88 SS 36 73 SS 37 61 SS 37 46 SS 37 73 SS 39 33 SS 39 48 SS 39 47 SS 39 16 SS 38 25 SS 37 33 SS 38 66 SS 39 08 SS 39 51 SS 39 94 SS 40 36 SS 37 13 SS 34 75 SS 35 35 SS 35 73 SS 36 38 SS 36 98 SS 35 58 SS 40 98 SS 41 07 SS3628 SS 37 39 SS 37 76 SS 38 27 SS 38 54 SS 38 49 SS 38 00 SS 41 27 SS 42 05 SS 42 32 SS 42 34 SS 42 11 SS 41 69 SS 35 48 SS 35 66 SS 35 93 SS 35 96 SS 36 22 SS 36 27 SS 36 16 SS 35 90 SS 35 48 SS 34 79 SS 34 69 SS 34 00 SS 33 53 SS 33 05 SS 32 61 SS 32 18 SS 34 61 SS 33 94 SS 33 27 SS 32 67 SS 32 60 SS3334 SS 33 26 SS3535 SS3569 SS3569 SS3569 SS3569 SS3396 SS 31 61 SS 31 45 SS 31 74 SS 32 32 SS 32 66 SS 33 00 SS 33 33 SS 33 67 SS 32 89 SS 32 99 SS 33 23 SS 32 86 SS 32 49 SS 32 11 SS 33 77 SS 33 85 SS 34 39 SS 34 87 SS 35 21 SS 35 54 SS 35 88 SS 35 51 SS 34 76 SS 36 22 SS 35 92 SS 37 53 SS 38 36 SS 37 59 SS 33 03 SS 32 18 SS 32 71 SS 31 79 SS 38 80 EP 37 81 EP 32 11 EP 31 54 EP 32 62 EP 32 74 EP 33 13 EP 33 18 EP 35 86 EP 35 89 EP 36 06 EP 39 83 EP 40 49 SS 41 28 SS 41 55 SS 41 56 SS 41 33 SS 40 92 SS 40 21 SS 40 30 SS 39 59 SS 39 16 SS 38 74 SS 38 31 SS 37 88 SS 37 26 SS 36 59 EP 37 05 EP 38 04 SS 36 57 EP 36 14 EP 36 06 EP 35 77 EP 35 62 EP 35 63 EP 36 08 EP 34 56 BP 32 06 BP 36 32 BP 33 20 BP 40 55 BP 37 58 BP 33 70 BP 38 34 BP3905 BP 41 36 BP 36 96 BP 728 730 732 734 736 734 738736 736 736 734 736 734736738736738740736738734736732 734 736 7 3 2 7 3 2 7 3 4 732732 734 734 734 736 736 734736736 736 736 736 738736734 732 7347 3 4 736736 734734734 736738 738 740 742 738740 742 742736738740740 738 7 4 0 732734732738 74 2 742740 74273673874074 0 740736734738738 738 7387 3 6 732734 738 30 52 SS 30 28 SS 30 06 SS 30 28 SS 30 52 SS 30 30 SS 31 18 SS 31 42 SS 30 38 SS 30 62 SS 30 38 SS 30 38 SS 26 12 SS 25 92 SS3030 BP 728 7303412 SS 35 83 SS3523 SS 31 43 TOP 34 04 TOP 35 42 TOP 33 85 TOP 35 74 TOP 31 22 TOP 29 40 TOP 36 41 TOP 31 44 TOP 35 69 SS 37 04 SS 35 02 SS 36 37 SS 34 61 SS 35 96 SS 35 92 SS3633 SS3700 SS3721 SS 37 25 SS 35 75 SS 33 95 SS 33 91 SS 33 34 SS 33 30 SS 35 35 SS 35 31 SS 37 90 SS 37 86 SS 34 70 SS 34 66 SS 36 67 SS3671 SS 37 94 SS 37 90 SS 37 90 SS3744 SS 42 11 SS 42 15 SS 42 82 SS4278 SS 40 67 SS 40 71 SS 38 70 SS3866 SS3944 SS3948 SS 41 49 SS 41 45 SS 42 92 SS 42 88 SS 43 55 SS4359 SS 39 63 SS 39 59 SS 38 86 SS3882 SS 34 24 SS 34 20 SSSLAB = 734.91 SLAB = 737.25 SLAB = 737.25 SLAB = 737.92 SLAB = 737.71 SLAB = 737.71 SLAB = 737.71 SLAB = 737.71 SLAB = 737.71 SLAB = 737.04 SLAB = 736.63 SLAB = 736.63 SLAB = 735.96 SLAB = 735.29 SLAB = 734.62 SLAB = 734.62 SLAB = 734.01 SLAB = 734.01 SLAB = 734.68 SLAB = 734.68 SLAB = 735.35 SLAB = 735.35 SLAB = 736.56 SLAB = 736.56 SLAB = 737.23 SLAB = 737.23 SLAB = 737.90 SLAB = 738.57 SLAB =735.37SLAB =735.37SLAB =736.04SLAB =736.71SLAB =737.38SLAB =737.38SLAB =738.61SLAB =738.61SLAB =739.28SLAB =739.28SLAB =739.28SLAB =738.61SLAB =743.49SLAB =743.49SLAB =743.49SLAB =743.49SLAB =738.82SLAB =742.82SLAB =741.38SLAB =741.38SLAB =740.71SLAB =740.71SLAB =740.04SLAB =739.37SLAB =740.15SLAB =740.82SLAB =740.82SLAB =741.49SLAB =742.16SLAB =742.16SLAB =743.59SLAB =743.59SLAB =744.26SLAB =744.26SLAB =744.26SLAB =744.26SLAB =740.30SLAB =739.533.98%3.38%5.02%3.16%2.60%2.68%3.43%4.73%4.37%6.05%7.62%6.97%6.24%5.08%5.67%5.97%4.87%5.86%4.62%5.61%6.61%6.00%4.52%5.52%4.28%5.27%6.27%3.92% 4.45% 3.07% 3.86% 4.64% 3.28% 5.28% 3.65% 4.57% 4.09% 4.95% 6.55% 3.92% 4.45% 5.26% 3.84% 4.65% 3.24% 5.28% 3.59% 4.54% 4.08% 4.91% 6.56% 4.63% 2.99% 3.84% 4.69% 5.54% 4.16% 5.59% 3.94% 5.14% 5.32% 6.58% 6.34% 6.54%6.64%7.50%728730732730 36 21 SS 36 51 EP 36 84 EP36 92 EP 0 00 EP 37 55 EP 37 02 EP 37 34 EP 37 03 EP 35 57 EP 36 71 EP 734 738 36 30 EP 34 66 BP 738740738740 (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) 37 89 EP GRID MERIDIANVA NORTH ZONE NAD83STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 33GRADING PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 32 MATCH LINE SHEET 34MATCH LINE SHEET 31NOTES: 1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2). 2.ALL RETAINING WALLS SHALL BE PERMITTED INDEPENDENTLY FROM BUILDING PERMITS. 3.ALL RETAINING WALL 30 INCHES MEASURED VERTICALLY TO THE SURFACE OR GRADE BELOW SHALL REQUIRE PEDESTRIAN GUARDS (RAILING/FENCING). 4.TW = PROPOSED GRADE AT THE TOP OF WALL, HIGH SIDE OF THE RETAINING WALL. 5.BW= PROPOSED GRADE AT THE BOTTOM OF WALL, LOW SIDE OF THE RETAINING WALL. 6.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'S GEOTECHNICAL ENGINEER. 7.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATER THAN 10' PER VDOT REQUIREMENTS. SSSSSSSRHONDA DR. (PUBLIC) SSMH #3 TOP=720.87 18" CPP IN FROM SSMH #2=715.16 18" CPP OUT TO OUTFALL=714.96 LOT 186 2,568 SF LOT 187 2,568 SF LOT 188 2,568 SF LOT 189 2,568 SF LOT 190 3,732 SF LOT 206 3,732 SF LOT 205 2,568 SF LOT 204 2,568 SF LOT 203 2,568 SF LOT 202 2,568 SF LOT 192 2,568 SF LOT 193 2,568 SF LOT 194 2,568 SF LOT 195 3,732 SF LOT 197 2,568 SF LOT 198 2,568 SF LOT 199 2,568 SF LOT 200 3,732 SF LOT 208 2,568 SF LOT 209 2,568 SF LOT 210 2,568 SF LOT 211 2,568 SF LOT 212 3,732 SF LOT 228 3,732 SF LOT 227 2,568 SF LOT 226 2,568 SF LOT 225 2,568 SF LOT 224 2,568 SF LOT 214 2,568 SF LOT 215 2,568 SF LOT 216 2,568 SF LOT 217 3,732 SF LOT 219 2,568 SF LOT 220 2,568 SF LOT 221 2,568 SF LOT 222 3,732 SF LOT 230 2,140 SF LOT 231 2,140 SF LOT 232 2,140 SF LOT 233 2,140 SF LOT 234 2,140 SF LOT 236 3,296 SF LOT 237 2,140 SF LOT 238 2,140 SF LOT 239 2,140 SF LOT 240 2,140 SF LOT 242 3,296 SF LOT 243 2,140 SF LOT 244 2,140 SF LOT 245 2,134 SF LOT 247 3,183 SF LOT 185 3,732 SF LOT 191 3,732 SF LOT 196 3,732 SF LOT 201 3,732 SF LOT 207 3,732 SF LOT 213 3,732 SF LOT 218 3,732 SF LOT 223 3,732 SF LOT 229 3,296 SF LOT 235 3,296 SF LOT 241 3,296 SF LOT 246 2,106 SF PROP. ARVHOSTA DR. (PRIVATE)LOVAGE DR. (PRIVATE)LOVAGE DR. (PRIVATE)LOVAGE DR. (PRIVATE) 8 11 12 13 13a 5a 14 15 15a 16 17 17b 17a 74b 74a 74 73 67 75 7677 77a 9 9a 10 OPEN SPACE "H"(0.91 AC)OPEN SPACE "I" (0.01 AC) OPEN SPACE "J" (0.01 AC) 16 00 INV 33 64 EP 33 13 EP 33 35 EP 33 34 EP 33 35 EP3374 EP 33 86 EP 33 78 EP 95 EP 33 93 EP 34 06 EP 27 02 EP 27 30 EP 27 57 EP 28 94 EP 31 72 SS 32 78 SS 33 17 SS 33 79 SS 34 56 SS 34 23 SS 34 40 SS 36 87 SS 37 90 SS 38 32 SS 38 61 SS 39 22 SS 39 63 SS 37 53 SS 38 37 SS 37 70 SS 37 03 SS 36 36 SS 35 69 SS 33 33 SS 33 14 SS 34 04 SS 33 37 SS 32 70 SS 32 03 SS 30 56 SS 30 51 SS 31 29 SS 31 87 SS 32 49 SS 33 10 SS 33 99 SS 34 12 SS 35 01 SS 35 63 SS 36 24 SS 36 85 SS 37 47 SS 38 36 SS 37 59 SS 36 69 SS 36 08 SS 35 47 SS 34 85 SS 34 24 SS 33 35 SS 32 33 SS 31 71 SS 31 10 SS 30 52 SS 29 74 SS 27 39 SS 27 99 SS 28 23 SS 28 85 SS 29 48 SS 28 86 SS 29 04 SS 30 23 SS 30 88 SS 31 49 SS 32 04 SS 32 61 SS 33 03 SS 32 18 SS 31 97 SS 31 33 SS 30 65 SS 30 08 SS 29 45 SS 27 86 SS 27 80 SS 28 95 SS 27 95 SS 27 28 SS 26 61 SS 26 28 SS 32 71 SS 31 79 SS 31 15 SS 30 52 SS 29 89 SS 29 25 SS 28 39 SS 28 27 SS 27 50 SS 27 02 SS 26 51 SS 26 07 SS 24 40 SS 21 69 SS 24 97 SS2535 SS2572 SS2610 SS2647 SS2684 SS2742 SS2751 SS2809 SS2846 SS2883 SS2921 SS2958 SS3016 SS3025 SS3083 SS3120 SS3157 SS3195 SS3232 SS 33 49 SS 32 65 SS 32 02 SS 31 30 SS 30 58 SS 29 87 SS 28 81 SS 28 65 SS 27 74 SS 27 21 SS 26 74 SS 26 30 SS 25 87 SS 25 19 SS 25 08 SS 24 41 SS 23 97 SS 23 53 SS 23 10 SS 22 70 SS 22 30 SS 29 43 EP 29 30 EP 29 29 EP 29 02 EP 32 90 SS 23 19 EP 22 98 EP 23 99 EP 24 08 EP 24 27 EP 25 38 SS 23 90 EP 24 18 EP 24 17 EP 24 25 EP 24 30 EP 25 97 BP 30 90 BP 33 85 BP 24 60 OLR 33 70 BP 29 09 BP 26 32 BP 33 70 BP 34 74 BP 37 56 BP 7 3 4 7 3 2 732 734 736 736738732734730732 730 734736738734 740 738 734738740742736732730730732734736734 734 732 728 730 730 734 72873073272 8 728 730 726 7287287267267287307247227267287307 2 6 7 2 8 7 3 0 73073273473672 6 734732 730 7 2 8 7 2 6728730 728 730732 728 730 732 724 726 72273273072 8 7 2 6 7 2 4 722720 720 32 64 TOP 29 04 TOP 26 02 TOP 26 38 TOP 27 31 TOP 31 44 TOP 22 40 TOP 32 83 TOP 37 95 SS 39 96 SS 41 21 SS 43 22 SS 39 63 SS 39 59 SS 36 24 SS3628 SS 35 30 SS 35 26 SS 32 58 SS3262 SS 31 80 SS 31 84 SS 34 52 SS3448 SS 35 47 SS 35 51 SS 38 86 SS3882 SS 34 24 SS 34 20 SS 30 85 SS3089 SS 30 55 SS 29 84 SS 27 83 SS2787 SS 26 08 SS 26 12 SS 28 76 SS 28 80 SS 28 89 SS 28 92 SS 31 57 SS 31 60 SS 31 92 SS 31 96 SS 34 60 SS 34 60 SS SLAB = 735.31 SLAB = 734.64 SLAB = 733.97 SLAB = 733.30 SLAB = 732.63 SLAB = 732.63 SLAB = 732.28 SLAB = 731.61 SLAB = 730.94 SLAB = 730.94 SLAB = 730.27 SLAB = 729.60 SLAB = 729.47 SLAB = 728.80 SLAB = 728.13 SLAB = 727.46 SLAB = 727.46 SLAB = 726.79 SLAB = 726.79 SLAB = 734.91 SLAB = 734.24 SLAB = 733.57 SLAB = 732.90 SLAB = 732.23 SLAB = 731.56 SLAB = 730.55 SLAB = 729.88 SLAB = 729.21 SLAB = 728.54 SLAB = 728.54SLAB =743.89SLAB =743.22SLAB =743.22SLAB =742.55SLAB =742.55SLAB =741.88SLAB =740.63SLAB =739.96SLAB =739.29SLAB =738.62SLAB =738.62SLAB =733.29SLAB =733.96SLAB =734.63SLAB =735.30SLAB =735.97SLAB =736.95SLAB =737.62SLAB =738.29SLAB =738.96SLAB =739.63SLAB =740.30SLAB =739.53SLAB =738.86SLAB =738.19SLAB =737.52SLAB =736.85SLAB =736.18SLAB =735.19SLAB =734.52SLAB =733.85SLAB =733.18SLAB =732.5126 21 SS 24 71 SS 6.09% 6.11% 6.28% 4.24% 4.42% 6.00% 5.78% 5.97% 6.16% 6.35% 6.54% 6.04% 6.09% 6.35% 6.53% 6.73% 6.08% 5.88% 6.07% 6.25% 6.44% 6.64%7.50% 7.37% 7.25% 7.13% 7.00% 7.20% 7.35% 6.76% 6.11% 5.45% 7.33%4.55%2.99%3.81%4.72%6.08%6.76%5.83%4.89%3.82%4.97%4.19%3.63%4.70%4.02%3.21%2.33%3.33%2.59%3.95%726724726728724724 7 2 4 24 60 OLR 24 06 SS 72826 80 BP 28 34 BP 730738734 732732OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) 34 10 SS GRID MERIDIANVA NORTH ZONE NAD83STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 34GRADING PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1MATCH LINE SHEET 33 MATCH LINE SHEET 35MATCH LINE SHEET 30NOTES: 1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2). 2.ALL RETAINING WALLS SHALL BE PERMITTED INDEPENDENTLY FROM BUILDING PERMITS. 3.ALL RETAINING WALL 30 INCHES MEASURED VERTICALLY TO THE SURFACE OR GRADE BELOW SHALL REQUIRE PEDESTRIAN GUARDS (RAILING/FENCING). 4.TW = PROPOSED GRADE AT THE TOP OF WALL, HIGH SIDE OF THE RETAINING WALL. 5.BW= PROPOSED GRADE AT THE BOTTOM OF WALL, LOW SIDE OF THE RETAINING WALL. 6.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'S GEOTECHNICAL ENGINEER. 7.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATER THAN 10' PER VDOT REQUIREMENTS. 30 0 30 60 SCALE: 1" = 30' 15 HALMAHERA CT - PRIVATE STSS 67 16 00 INV GRID MERIDIANVA NORTH ZONE NAD83STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 35GRADING PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 34 MATCH LINE SHEET 36NOTES: 1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2). 2.ALL RETAINING WALLS SHALL BE PERMITTED INDEPENDENTLY FROM BUILDING PERMITS. 3.ALL RETAINING WALL 30 INCHES MEASURED VERTICALLY TO THE SURFACE OR GRADE BELOW SHALL REQUIRE PEDESTRIAN GUARDS (RAILING/FENCING). 4.TW = PROPOSED GRADE AT THE TOP OF WALL, HIGH SIDE OF THE RETAINING WALL. 5.BW= PROPOSED GRADE AT THE BOTTOM OF WALL, LOW SIDE OF THE RETAINING WALL. 6.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'S GEOTECHNICAL ENGINEER. 7.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATER THAN 10' PER VDOT REQUIREMENTS. DISTANCE FROM PROPOSED RHONDA LANECL ROAD TO EX. HARRISON LANE CL = 1,950'75' MIN.540' DEPARTURE TAPER200' RT. TURN LANE TAPER250' RT. TURN LANE12' 12' 12' 12' 66d 66c 66b 38 39 66e 66a 34 53 EP 35 05 SS 35 06 SS 35 34 SS 34 89 EP 34 78 EP 34 78 EP 34 EP 34 82 EP 34 81 LP 46 67 EP 44 65 EP 738740742 728730732734734 7 46 74630 40 INV 7407427447487 4 87487464430 TOP 45 30 TOP 46 54 BP 48 23 BP 45 03 SS4483 SS 46 85 SS 47 05 SS 48 45 SS 48 65 SS 45 83 SS 46 03 SS 47 92 SS4772 SSGRID MERIDIANVA NORTH ZONE NAD83151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 36GRADING PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 36MATCH LINE SHEET 30 NOTES: 1.SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOIL STABILIZATION BLANKETS (EC-2). 2.ALL RETAINING WALLS SHALL BE PERMITTED INDEPENDENTLY FROM BUILDING PERMITS. 3.ALL RETAINING WALL 30 INCHES MEASURED VERTICALLY TO THE SURFACE OR GRADE BELOW SHALL REQUIRE PEDESTRIAN GUARDS (RAILING/FENCING). 4.TW = PROPOSED GRADE AT THE TOP OF WALL, HIGH SIDE OF THE RETAINING WALL. 5.BW= PROPOSED GRADE AT THE BOTTOM OF WALL, LOW SIDE OF THE RETAINING WALL. 6.FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS, RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEE CURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILL REQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATED WITH THE DEVELOPER'S GEOTECHNICAL ENGINEER. 7.SLOPE STABILITY ANALYSIS SHALL BE REQUIRED FOR ROAD FILL EMBANKMENTS GREATER THAN 10' PER VDOT REQUIREMENTS. SSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSS61b 37 36a 66c 66b 66 65 64a 64 65a 65b 61a 61 60 59a 58 57 56 55 54 53 50 49 48 47 41d 22 1 2 4 5 6 7a 7 8 11 11a 12 13 13a 5a 14 15 15a 16 17 17b 17a 68 67 20f 20c 20d 20e 23 2425 25a 26 27 27a 29 3030b 30a 31 32 33 34 34a 34b 34c 35 36 38 39 74b 74a 74 73 67 75 7677 77a 54a 54b 54c 54d 54e 54f 54g 54h 54i 54j 54k 41 69 70 4a 3 20a 20b44a 46c 46b 5152 59 71 72A 66a 41c 46a 52a 52b 9 9a 21 21a 20 41a 41b 1a 40a 42 43 41f 41e 44 46 45 31a 28 10 300 301A 301 302 40 72 72B GRID MERIDIANVA NORTH ZONE NAD83RHONDA DR . ( P U B L I C )HOSTA DR. (PRIVATE)CALLALILY STREET (PRIVATE) CRABAP P L E S T . ( P R I V A T E ) CALLALILY STREET (PRIVATE) CRABAPPLE ST. (PRIVATE) CRABAPPLE ST. (PRIVATE) CALLALILY STREET (PRIVATE)CALLALILY STREET(PRIVATE)LOVAGE DR. (PRIVATE)MISTFLOWER WAY (PUBLIC)LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)LOVAGE DR. (PRIVATE)HOSTA DR. (PRIVATE) CRABAPPLE ST. (PRIVATE)PROP. STM (TYP.) PROP. STM (TYP.)PROP. STM (TYP.) PROP. STM (TYP.) PROP. STM (TYP.) PROP. STM (TYP.) PROP. STM (TYP.) PROP. STM (TYP.) PROP. STM (TYP.) PROP. STM (TYP.) PROP. SAN (TYP.) PROP. SAN (TYP.) PROP. SAN (TYP.) PROP. SAN (TYP.) PROP. SAN (TYP.) PROP. SAN (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) 12" DIP WATERLINE PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) 8" DIP WATERLINE 12" DIP WATERLINE 8" DIP WATERLINE 8" DIP WATERLINE 8" DIP WATERLINE 8" DIP WATERLINE 12" DIP WATERLINE 8" DIP WATERLINE 12" DIP WATERLINE 8" DIP WATERLINE 8" DIP WATERLINE 8" DIP WATERLINE 12" DIP WATERLINE 8" DIP WATERLINE 12" DIP WATERLINE 12" DIP WATERLINE 8" DIP WATERLINE 8" DIP WATERLINE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 80' 37UTILITY PLAN EXHIBITSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 180 0 80 160 SCALE: 1" = 80' 40 SSSSSSSSSSS61b 37 LOT 132 2,772 SF LOT 134 1,800 SF LOT 135 1,800 SF LOT 136 1,800 SF LOT 137 1,800 SF LOT 138 1,800 SF LOT 139 2,775 SF LOT 141 1,800 SF LOT 142 1,800 SF LOT 143 1,800 SF LOT 144 1,800 SF LOT 145 1,800 SF LOT 146 2,775 SF LOT 148 1,800 SF LOT 149 1,800 SF LOT 150 1,800 SF LOT 151 1,800 SF LOT 152 1,800 SF LOT 153 1,800 SF LOT 154 2,775 SF LOT 156 1,800 SF LOT 157 1,800 SF LOT 158 1,800 SF LOT 159 1,800 SF LOT 160 1,800 SF LOT 161 1,800 SF LOT 162 2,775 SF LOT 164 1,800 SF LOT 165 1,800 SF LOT 166 1,800 SF LOT 167 1,800 SF LOT 168 1,800 SF LOT 169 1,800 SF LOT 170 2,775 SF LOT 184 2,775 SF LOT 183 1,800 SF LOT 182 1,800 SF LOT 181 1,800 SF LOT 180 1,800 SF LOT 179 1,800 SF LOT 177 2,850 SF LOT 176 1,848 SF LOT 175 1,848 SF LOT 174 1,848 SF LOT 173 1,848 SF LOT 172 1,800 SF LOT 186 2,568 SF LOT 187 2,568 SF LOT 188 2,568 SF LOT 189 2,568 SF LOT 190 3,732 SF LOT 206 3,732 SF LOT 205 2,568 SF LOT 204 2,568 SF LOT 203 2,568 SF LOT 202 2,568 SF LOT 192 2,568 SF LOT 193 2,568 SF LOT 194 2,568 SF LOT 195 3,732 SF LOT 197 2,568 SF LOT 198 2,568 SF LOT 199 2,568 SF LOT 200 3,732 SF LOT 245 2,134 SF LOT 247 3,183 SF LOT 133 2,775 SF LOT 140 2,775 SF LOT 147 2,775 SF LOT 155 2,775 SF LOT 163 2,775 SF LOT 171 2,755 SF LOT 178 2,775 SF LOT 185 3,732 SF LOT 191 3,732 SF LOT 196 3,732 SF LOT 201 3,732 SF LOT 118 2,775 SF LOT 119 1,800 SF LOT 120 1,800 SF LOT 121 1,800 SF LOT 122 1,800 SF LOT 123 1,800 SF LOT 124 2,775 SF LOT 114 2,834 SF LOT 115 1,907 SF LOT 116 1,907 SF LOT 117 2,832 SF LOT 246 2,106 SF LOT 1311,800 SF LOT 1301,800 SF LOT 1291,800 SF LOT 1281,800 SF LOT 1271,800 SF LOT 1261,800 SF LOT 125 2,772 SF 36a 66 65 64a 64 65a 65b 61a 61 60 59a 58 57 56 55 11 11a 12 16 17 17b 17a 31 32 33 34 34a 34b 34c 35 36 38 39 54b 54c 54d 54e 54f 54g 54h 54i 54j 54k 59 52b 31a OPEN SPACE "A" (7.66 AC) OPEN SPACE "A" (7.66 AC) OPEN SPACE "B" (0.50 AC) OPEN SPACE "F" (0.64 AC) PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'TPROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.)PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. WATER METER (TYP.) PROP. WATER METER (TYP.) PROP. FH PROP. FH PROP. FH 2-45° BENDS 12" G.V., 45° BEND, 12"X6" REDUCER PROP. FH 8"X6" TEE, 2-6" G.V. 8"X6" TEE, 6" G.V. 8"X6" TEE, 2-6" G.V. 8"X6" TEE, 6" G.V. 8"X6" TEE, 6" G.V. 12"X6" TEE, 6" G.V. 12"X6" TEE, 6" G.V. 12"X6" TEE, 6" G.V. 12"X12" TEE, 3-12" G.V. 12"X12" TEE, 3-12" G.V. 12"X8" CROSS, 2-12" G.V., 2-8" G.V. 8"X8" TEE, 3-8" G.V. PROP. FH * PROP. FLUSHING ASSEMBLY W/ STUB 1-12" G.V. * PROP. FLUSHING ASSEMBLY W/ STUB 1-8" G.V.8" DIP WATERLINE8" DIP WATERLINE 12" DIP WATERLINE 12" DIP WATERLINE12" DIP WATERLINE 8" DIPWATERLINE12" DIP WATERLINEPROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.) EX. POWER POLE TO BE RELOCATED EX. POWER POLE TO BE RELOCATED EX. POWER POLE TO BE RELOCATED 2-45° BENDS PROP. FH PROP. FH 250'R 200'R250'R400'R 400'R208'RPROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. FH PROP. FH UD-4 (TYP.) UD-4 (TYP.) UD-4 (TYP.) UD-4 (TYP.) EX. POWER POLE TO BE RELOCATED EX. POWER POLE TO BE RELOCATED PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) 2-45° BENDS 2-45° BENDSGRID MERIDIANVA NORTH ZONE NAD83RHONDA DR . ( P U B L I C ) CALLALILY STREET (PRIVATE) CRABAPPLE ST. (PRIVATE)CALLALILY STREET (PRIVATE)LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)250'R8" DIP WATERLINE12" DIP WATERLINESTUB STORM FOR FUTURE PHASE 2 STUB STORM FOR FUTURE PHASE 2 FUTURE STORM STR #37 STUB STORM FOR FUTURE PHASE 2 PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) CONTRACTOR SHALL COORDINATE VALVE PLACEMENT WITH THE FREDERICK WATER INSPECTOR AND PLACE ON TEE IF PRACTICAL (TYP) CONTRACTOR SHALL COORDINATE VALVE PLACEMENT WITH THE FREDERICK WATER INSPECTOR AND PLACE ON TEE IF PRACTICAL (TYP) PROP. ARV PROP. ARV 13+0014+0015+0016+0017+00 18+00 19+00 19+28.30 10+0011+0012+0013+0014+0015+0010+0010+62.2111+0011+80.3510+00 11+00 12+00 13+00 14+00 15+00 15+93.72 200'R 18" A D S N - 1 218" ADS N-1215" ADS N-1230" ADSN-1224"ADS N-1224" ADS N-1224" ADS N-1224" ADS N-1230" ADS N-12 15" ADS N-1215" ADS N-12 36" ADS N-1236" ADS N-1236" ADS N-1236" ADS N-1236" ADS N-1215"ADS N-1230" ADS N-1230" ADS N -12 15" ADS N-12 15" A D S N - 1 2 15" ADS N-12 15"ADS N-1215" ADS N-12 24"ADS N -12 15" ADS N-12 15"ADS N-1215"ADS N-1215" ADS N-1215" ADS N- 1 2 15" ADS N-1215" ADS N-1224" ADS N-1224"ADS N-1224" ADS N-12 15" A D S N - 1 2 15" ADS N -12 24" ADS N-1 2 24" ADS N-1215" A D S N- 1 2 24 " ADSN-1 2 15 " A D S N - 1 2 15" ADS N-1215" ADS N-1215"ADS N-1215" ADS N-1215" ADS N-1215" ADS N-12STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE) PROP. ARV 10+00 11+00 PROP. 20' FREDERICK WATER ESM'T (TYP.)10+0011+0012+0013+0014+0012"X6" TEE, 6" G.V. 22.5° BEND 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 38UTILITY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1MATCH LINE SHEET 39 MATCH LINESHEET 42MATCH LINE SHEET 44 FREDERICK WATER NOTES: 1.VALVES, MANHOLES, AND ARV'S AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED IN CURB AND GUTTER, NOR SLOPED PORTION OF HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATE LOCATIONS WITH THE FREDERICK WATER INSPECTOR. 2.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHER OBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED ON FREDERICK WATER EASEMENTS. PERPENDICULAR IRRIGATION LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18" MINIMUM VERTICAL SEPARATION. 3.RETAINING WALLS AND THEIR TIE BACKS SUCH AS GEO GRID OR OTHER SUPPORTS SHALL NOT BE PLACED IN FREDERICK WATER EASEMENTS. 4.CONTRACTOR SHALL TEST PIT AS REQUIRED AND ADJUST ALL EXISTING FREDERICK WATER FACILITIES TO GRADE PER THE FREDERICK WATER INSPECTOR'S REQUIREMENTS. 5.DRY UTILITIES SHALL NOT CROSS FREDERICK WATER'S PORTION OF THE WATER SERVICE OR SEWER LATERALS. 5' SEPARATION BETWEEN THE METER BOX AND DRY UTILITIES IS DESIRED. A MINIMUM OF 3' IS REQUIRED. GENERAL NOTES: 1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 2.OUTLET PROTECTION COMPUTATIONS ARE SHOWN ON SHEET 113. 30 0 30 60 SCALE: 1" = 30' 15 FREDERICK WATER NOTES (CONT'D): 6. FENCES OR OTHER OBSTACLES SHALL NOT BE PLACED BETWEEN PAVING AND FIRE HYDRANT. CONTRACTOR SHALL COORDINATE WORK WITHIN FREDERICK WATER EASEMENT WITH THE FREDERICK WATER INSPECTOR. 7. BENDS ARE NOT PERMITTED OF FREDERICK WATER'S PORTION OF SANITARY SEWER LATERALS. GREATER THAN 2% SLOPE IS ACCEPTABLE IF OTHER REQUIREMENTS ARE MET. 8.CONTRACTOR SHALL PROVIDE ONE REMOTE PRESSURE AND TEMPERATURE MONITORING FIRE HYDRANT AND COORDINATE WITH FREDERICK WATER INSPECTOR. (*) A 25' PREBLAST ZONE SHALL BE REQUIRED FOR FUTURE CONNECTIONS AS NEEDED PER FREDERICK WATER'S INSPECTOR. **CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID SHALL BE USED. THE EXACT LOCATION OF NEW WATER SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S INSPECTOR. (*) A 25' PREBLAST ZONE SHALL BE REQUIRED FOR FUTURE CONNECTIONS AS NEEDED PER FREDERICK WATER'S INSPECTOR. SSSSSSSPROPOSED RETAINING WALL #1 PROPOSED RETAINING WALL #2 LOT 1 2,775 SF LOT 2 1,800 SF LOT 3 1,800 SF LOT 4 2,775 SF LOT 5 3,732 SF LOT 6 2,568 SF LOT 7 2,568 SF LOT 8 2,568 SF LOT 9 2,568 SF LOT 106 2,775 SF LOT 107 1,800 SF LOT 108 1,800 SF LOT 109 1,800 SF LOT 110 1,800 SF LOT 111 1,800 SF LOT 112 1,800 SF LOT 113 2,775 SF LOT 146 2,775 SF LOT 206 3,732 SF LOT 59 3,732 SF LOT 60 2,568 SF LOT 61 2,568 SF LOT 62 2,568 SF LOT 63 2,568 SF LOT 64 3,732 SF LOT 65 3,732 SF LOT 66 2,568 SF LOT 67 2,568 SF LOT 68 2,568 SF LOT 69 2,568 SF LOT 70 3,732 SF LOT 71 3,732 SF LOT 72 2,568 SF LOT 73 2,568 SF LOT 74 2,568 SF LOT 75 2,568 SF LOT 76 3,732 SF LOT 77 3,732 SF LOT 78 2,568 SF LOT 79 2,568 SF LOT 80 2,568 SF LOT 81 3,732 SF LOT 82 2,775 SF LOT 83 1,800 SF LOT 84 1,800 SF LOT 85 1,800 SF LOT 86 1,800 SF LOT 87 1,800 SF LOT 88 2,775 SF LOT 89 2,775 SF LOT 90 1,800 SF LOT 91 1,800 SF LOT 92 1,800 SF LOT 93 1,800 SF LOT 94 1,800 SF LOT 95 2,775 SF LOT 105 2,732 SF LOT 104 1,856 SF LOT 103 1,871 SF LOT 102 1,871 SF LOT 101 2,884 LOT 100 2,775 SF LOT 99 1,800 SF LOT 98 1,800 SF LOT 97 1,800 SF LOT 96 2,775 SF LOT 185 3,732 SF PROP. SIGHT DISTANCE ESM'T 54 53 50 49 48 47 41d 25 25a 26 27 27a 29 3030b 30a 54a 69 44a 46c 46b 5152 71 41c 46a 52a 41a 41b 42 43 41f 41e 44 46 45 28 OPEN SPACE "C" (0.97 AC)OPEN SPACE "D" (0.37 AC)OPEN SPACE "B" (0.50 AC) OPEN SPACE "F" (0.64 AC) 72 PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.)PROP. WATER METER (TYP.) PROP. WATER METER (TYP.) PROP. WATER METER (TYP.) PROP. WATER METER (TYP.) PROP. FH PROP. FH 45° BEND 2-45° BENDS 2-45° BENDS 12"X6" TEE, 6" G.V. 8"X6" TEE, 6" G.V. 8"X6" TEE, 6" G.V. 8"X6" TEE, 6" G.V. 8"X6" TEE, 2-6" G.V. 12"X6" TEE, 6" G.V. 12"X8" TEE, 2-12" G.V., 1-8" G.V. 12"X6" TEE, 2-6" G.V. 8"X8" CROSS, 4-8" G.V. 12"X12" TEE, 3-12" G.V.12" DIP WATERLINE8" DIP WATERLINE8" DIP WATERLINE 12" DIP WATERLINE PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) 208'R PROP. FH PROP. FH 45° BEND PROP. FH PROP. FH 22.5° BEND 11 1 4° BEND UD-4 (TYP.) UD-4 (TYP.) EX. POWER POLE TO BE RELOCATED PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) CRABAPPLE ST. (PRIVATE) CALLALILY STREET (PRIVATE)MISTFLOWER WAY (PUBLIC) CRABAPPLE ST. (PRIVATE)PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. ARV 45° BEND 45° BEND 45° BEND 45° BENDGRID MERIDIANVA NORTH ZONE NAD8310+0011+00 12+00 10+0011+0012+00 13+0013+14.86 15+0016+0017+0018+0019+0020+0021+00 22+00 23+00 24+00 15+83.1115" ADS N-12 18" ADS N-1215" ADS N-1215" ADS N-1230" ADS N-1230" ADS N-12 30" ADS N-1230" ADSN-1215" ADS N-1236" A D S N - 1 2 36" A D S N - 1 2 36" ADS N-1236" ADS N-1236" ADS N-1236" AD S N - 1 2 15" ADS N-1215" ADS N-12 15" ADS N-12145 - 15" ADS N-1215" ADS N-1215" ADS N - 1 2 42"ADS N -1236"ADS N -12 42" A D S N - 1 2 42"ADS N-1242" ADS N-1218"ADS N-1215" ADS N-1215" A D S N- 1 2 15" ADS N-12 30" ADS N-12 STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE) 30" ADS N-12 15" ADS N-1230" ADS N -12 8"X12" REDUCER PROP. 30' FREDERICK WATER ESM'T (TYP.)15+0016+0017+0018+0019+0019+99.7754k 69 70 71 72A 72 EX. POWER POLE TO BE RELOCATED GRID MERIDIANVA NORTH ZONE NAD8315" ADS N-12 30" ADS N-12 STORMWATER QUALITY VRRM RUNOFF REDUCTION 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 39UTILITY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15MATCH LINE SHEET 38 MATCH LINE SHEET 40 MATCH LINE SHEET 41MATCH LINE SHEET 38 FREDERICK WATER NOTES: 1.VALVES, MANHOLES, AND ARV'S AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED IN CURB AND GUTTER, NOR SLOPED PORTION OF HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATE LOCATIONS WITH THE FREDERICK WATER INSPECTOR. 2.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHER OBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED ON FREDERICK WATER EASEMENTS. PERPENDICULAR IRRIGATION LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18" MINIMUM VERTICAL SEPARATION. 3.RETAINING WALLS AND THEIR TIE BACKS SUCH AS GEO GRID OR OTHER SUPPORTS SHALL NOT BE PLACED IN FREDERICK WATER EASEMENTS. 4.CONTRACTOR SHALL TEST PIT AS REQUIRED AND ADJUST ALL EXISTING FREDERICK WATER FACILITIES TO GRADE PER THE FREDERICK WATER INSPECTOR'S REQUIREMENTS. 5.DRY UTILITIES SHALL NOT CROSS FREDERICK WATER'S PORTION OF THE WATER SERVICE OR SEWER LATERALS. 5' SEPARATION BETWEEN THE METER BOX AND DRY UTILITIES IS DESIRED. A MINIMUM OF 3' IS REQUIRED. 6.FENCES OR OTHER OBSTACLES SHALL NOT BE PLACED BETWEEN PAVING AND FIRE HYDRANT. CONTRACTOR SHALL COORDINATE WORK WITHIN FREDERICK WATER EASEMENT WITH THE FREDERICK WATER INSPECTOR. 7.BENDS ARE NOT PERMITTED OF FREDERICK WATER'S PORTION OF SANITARY SEWER LATERALS. GREATER THAN 2% SLOPE IS ACCEPTABLE IF OTHER REQUIREMENTS ARE MET. 8.CONTRACTOR SHALL PROVIDE ONE REMOTE PRESSURE AND TEMPERATURE MONITORING FIRE HYDRANT AND COORDINATE WITH FREDERICK WATER INSPECTOR. GENERAL NOTES: 1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 2.OUTLET PROTECTION COMPUTATIONS ARE SHOWN ON SHEET 113. (*) A 25' PREBLAST ZONE SHALL BE REQUIRED FOR FUTURE CONNECTIONS AS NEEDED PER FREDERICK WATER'S INSPECTOR. **CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID SHALL BE USED. THE EXACT LOCATION OF NEW WATER SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S INSPECTOR. SSSSSSS LOT 1 2,775 SF LOT 2 1,800 SF LOT 3 1,800 SF LOT 4 2,775 SF LOT 5 3,732 SF LOT 6 2,568 SF LOT 7 2,568 SF LOT 8 2,568 SF LOT 9 2,568 SF LOT 10 3,732 SF LOT 11 3,732 SF LOT 12 2,568 SF LOT 13 2,568 SF LOT 14 2,568 SF LOT 15 2,568 SF LOT 16 3,732 SF LOT 17 3,732 SF LOT 18 2,568 SF LOT 19 2,568 SF LOT 20 2,569 SF LOT 21 2,603 SF LOT 22 3,959 SF LOT 23 3,732 SF LOT 24 2,568 SF LOT 25 2,568 SF LOT 26 2,568 SF LOT 27 2,568 SF LOT 28 3,732 SF LOT 30 2,568 SF LOT 31 2,568 SF LOT 32 2,568 SF LOT 29 3,732 SF LOT 35 3,732 SF LOT 58 3,732 SF LOT 59 3,732 SF PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T 41d 22 1 2 68 67 20f 20c 20d 23 25a 41 3 20a 20b 41c 21 21a 20 41a 41b 1a 40a 42 41f 41e OPEN SPACE "A" (7.66 AC) 300 301A 301 302 40 PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.)PROP. WATER METER (TYP.) PROP. FH PROP. FH 12"X6" TEE, 6" G.V. 12"X6" TEE, 6" G.V. 12"X6" TEE, 6" G.V. 8"X6" TEE, 1-6" G.V. 12"X12" TEE, 3-12" G.V. 12"X8" TEE, 2-12" G.V., 1-8" G.V. 12"X8" TEE, 2-12" G.V., 1-8" G.V. 12" DIP WATERLINE 12" DIP WA T E R L I N E PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) 192'R PROP. FH PROP. FH PROP. 20' STORM DRAINAGE ESM'T (TYP.)GRID MERIDIANVA NORTH ZONE NAD83PROP. 20' STORM DRAINAGE ESM'T (TYP.) 12" DIP WATERLINE CRABAP P L E S T . ( P R I V A T E ) CRABAPPLE ST. (PRIVATE) SWM FACILITY ACCESS "GRASS" (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. STORM DRAINAGE ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. ARV 200'R22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+0010+0010+00PROP. STORM DRAINAGE ESM'T (TYP.) PROP. STORM DRAINAGE ESM'T (TYP.) PROP. STORM DRAINAGE ESM'T (TYP.) PROP. STORM DRAINAGE ESM'T (TYP.)30" ADS HP30" ADS HP30" ADS HP15" ADS N-12 18" ADS N-1242" A D S N- 1 2 42" ADS N - 1 2 42" ADS N - 1 2 15" ADS N-1215"ADS N-1215" ADS N -1215" ADS N-1215"ADS N-123 0 " A D S H P30" ADS HP30"ADS HP15" ADS N-1242" ADS N-1218"ADS N-1215" ADS N-1215" A D S N- 1 2 STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE) 8"X12" REDUCER 19+99.77151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 40UTILITY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 39 MATCH LINE SHEET 41 GENERAL NOTES: 1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 2.OUTLET PROTECTION COMPUTATIONS ARE SHOWN ON SHEET 113. (*) A 25' PREBLAST ZONE SHALL BE REQUIRED FOR FUTURE CONNECTIONS AS NEEDED PER FREDERICK WATER'S INSPECTOR. **CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID SHALL BE USED. THE EXACT LOCATION OF NEW WATER SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S INSPECTOR. FREDERICK WATER NOTES: 1.VALVES, MANHOLES, AND ARV'S AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED IN CURB AND GUTTER, NOR SLOPED PORTION OF HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATE LOCATIONS WITH THE FREDERICK WATER INSPECTOR. 2.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHER OBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED ON FREDERICK WATER EASEMENTS. PERPENDICULAR IRRIGATION LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18" MINIMUM VERTICAL SEPARATION. 3.RETAINING WALLS AND THEIR TIE BACKS SUCH AS GEO GRID OR OTHER SUPPORTS SHALL NOT BE PLACED IN FREDERICK WATER EASEMENTS. 4.CONTRACTOR SHALL TEST PIT AS REQUIRED AND ADJUST ALL EXISTING FREDERICK WATER FACILITIES TO GRADE PER THE FREDERICK WATER INSPECTOR'S REQUIREMENTS. 5.DRY UTILITIES SHALL NOT CROSS FREDERICK WATER'S PORTION OF THE WATER SERVICE OR SEWER LATERALS. 5' SEPARATION BETWEEN THE METER BOX AND DRY UTILITIES IS DESIRED. A MINIMUM OF 3' IS REQUIRED. 6.FENCES OR OTHER OBSTACLES SHALL NOT BE PLACED BETWEEN PAVING AND FIRE HYDRANT. CONTRACTOR SHALL COORDINATE WORK WITHIN FREDERICK WATER EASEMENT WITH THE FREDERICK WATER INSPECTOR. 7.BENDS ARE NOT PERMITTED OF FREDERICK WATER'S PORTION OF SANITARY SEWER LATERALS. GREATER THAN 2% SLOPE IS ACCEPTABLE IF OTHER REQUIREMENTS ARE MET. 8.CONTRACTOR SHALL PROVIDE ONE REMOTE PRESSURE AND TEMPERATURE MONITORING FIRE HYDRANT AND COORDINATE WITH FREDERICK WATER INSPECTOR. SSSSSSSSSS LOT 8 2,568 SF LOT 9 2,568 SF LOT 10 3,732 SF LOT 11 3,732 SF LOT 12 2,568 SF LOT 13 2,568 SF LOT 14 2,568 SF LOT 15 2,568 SF LOT 16 3,732 SF LOT 17 3,732 SF LOT 18 2,568 SF LOT 19 2,568 SF LOT 20 2,569 SF LOT 21 2,603 SF LOT 22 3,959 SF LOT 23 3,732 SF LOT 24 2,568 SF LOT 25 2,568 SF LOT 26 2,568 SF LOT 27 2,568 SF LOT 28 3,732 SF LOT 30 2,568 SF LOT 31 2,568 SF LOT 32 2,568 SF LOT 33 2,568 SF LOT 34 3,666 SF LOT 29 3,732 SF LOT 35 3,732 SF LOT 36 2,568 SF LOT 37 2,568 SF LOT 38 2,568 SF LOT 39 2,568 SF LOT 40 3,732 SF LOT 41 3,732 SF LOT 42 2,568 SF LOT 43 2,568 SF LOT 44 2,568 SF LOT 45 2,568 SF LOT 46 3,732 SF LOT 206 3,732 SF LOT 228 3,732 SF LOT 48 2,568 SF LOT 47 3,732 SF LOT 49 2,568 SF LOT 50 2,568 SF LOT 51 2,568 SF LOT 52 3,732 SF LOT 53 3,732 SF LOT 54 2,568 SF LOT 55 2,568 SF LOT 56 2,568 SF LOT 57 2,568 SF LOT 58 3,732 SF LOT 59 3,732 SF LOT 60 2,568 SF LOT 61 2,568 SF LOT 62 2,568 SF LOT 63 2,568 SF LOT 64 3,732 SF LOT 65 3,732 SF LOT 66 2,568 SF LOT 67 2,568 SF LOT 68 2,568 SF LOT 69 2,568 SF LOT 70 3,732 SF LOT 207 3,732 SF PROP. SIGHT DISTANCE ESM'T 22 2 4 5 6 7a 7 8 68 67 20f 20c 20d 20e 23 2425 25a 27 27a 4a 3 20b 1a OPEN SPACE "E" (0.31 AC)OPEN SPACE "G" (0.39 AC) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.)PROP. WATER METER (TYP.) PROP. WATER METER (TYP.) PROP. FH PROP. FH PROP. FH (TYP.) PROP. FH PROP. FH PROP. FH 12"X6" TEE, 6" G.V. 12"X6" TEE, 2-6" G.V. 12" G.V., 12"X6" REDUCER 12"X6" TEE, 6" G.V. 8"X6" TEE, 6" G.V. 8"X6" TEE, 2-6" G.V. 8"X6" TEE, 1-6" G.V. 8"X6" TEE, 1-6" G.V. 8"X6" TEE, 1-6" G.V. 12"X8" TEE, 2-12" G.V., 1-8" G.V. 12"X8" TEE, 2-12" G.V., 1-8" G.V. 12" DIP WA T E R L I N E 8" DIP WATERLINEPROP. WATER METER (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) 192'R PROP. FH PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. FH PROP. FH GRID MERIDIANVA NORTH ZONE NAD8312" DIP WATERLINE CRABAP P L E S T . ( P R I V A T E ) CALLALILY STREET (PRIVATE)8" DIP WATERLINELOVAGE DR. (PRIVATE)HOSTA DR. (PRIVATE)PROP. SAN LAT (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. STORM DRAINAGE ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. ARV PROP. ARV 15" ADS N-12200'R200'R200'R24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+37.2510+0011+0012+0013+0014+0015+0010+0011+0012+0013+0014+0015+00PROP. ARV (TYP.)30" ADS HP30"ADS N-1230" ADS HP30" ADS HP24" ADS HP24" ADS HP 24" ADS HP 15" ADS N - 1 2 15" ADS N-1215" ADS N-1215"ADS N-1215" ADS N -1215" ADS N-1215" ADS N-1230" ADS HP 30" ADS HP3 0 " A D S H P30" ADS HP30" ADS N-1215" ADS N-12 STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE)15" ADS N-1230" ADS N -12151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 41UTILITY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 40 MATCH LINE SHEET 42MATCH LINE SHEET 39GENERAL NOTES: 1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 2.OUTLET PROTECTION COMPUTATIONS ARE SHOWN ON SHEET 113. **CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID SHALL BE USED. THE EXACT LOCATION OF NEW WATER SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S INSPECTOR. FREDERICK WATER NOTES: 1.VALVES, MANHOLES, AND ARV'S AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED IN CURB AND GUTTER, NOR SLOPED PORTION OF HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATE LOCATIONS WITH THE FREDERICK WATER INSPECTOR. 2.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHER OBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED ON FREDERICK WATER EASEMENTS. PERPENDICULAR IRRIGATION LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18" MINIMUM VERTICAL SEPARATION. 3.RETAINING WALLS AND THEIR TIE BACKS SUCH AS GEO GRID OR OTHER SUPPORTS SHALL NOT BE PLACED IN FREDERICK WATER EASEMENTS. 4.CONTRACTOR SHALL TEST PIT AS REQUIRED AND ADJUST ALL EXISTING FREDERICK WATER FACILITIES TO GRADE PER THE FREDERICK WATER INSPECTOR'S REQUIREMENTS. 5.DRY UTILITIES SHALL NOT CROSS FREDERICK WATER'S PORTION OF THE WATER SERVICE OR SEWER LATERALS. 5' SEPARATION BETWEEN THE METER BOX AND DRY UTILITIES IS DESIRED. A MINIMUM OF 3' IS REQUIRED. 6.FENCES OR OTHER OBSTACLES SHALL NOT BE PLACED BETWEEN PAVING AND FIRE HYDRANT. CONTRACTOR SHALL COORDINATE WORK WITHIN FREDERICK WATER EASEMENT WITH THE FREDERICK WATER INSPECTOR. 7.BENDS ARE NOT PERMITTED OF FREDERICK WATER'S PORTION OF SANITARY SEWER LATERALS. GREATER THAN 2% SLOPE IS ACCEPTABLE IF OTHER REQUIREMENTS ARE MET. 8.CONTRACTOR SHALL PROVIDE ONE REMOTE PRESSURE AND TEMPERATURE MONITORING FIRE HYDRANT AND COORDINATE WITH FREDERICK WATER INSPECTOR. (*) A 25' PREBLAST ZONE SHALL BE REQUIRED FOR FUTURE CONNECTIONS AS NEEDED PER FREDERICK WATER'S INSPECTOR. SSSSSSSSSMH #3 TOP=720.87 18" CPP IN FROM SSMH #2=715.16 18" CPP OUT TO OUTFALL=714.96 LOT 186 2,568 SF LOT 187 2,568 SF LOT 188 2,568 SF LOT 189 2,568 SF LOT 190 3,732 SF LOT 206 3,732 SF LOT 205 2,568 SF LOT 204 2,568 SF LOT 203 2,568 SF LOT 202 2,568 SF LOT 192 2,568 SF LOT 193 2,568 SF LOT 194 2,568 SF LOT 195 3,732 SF LOT 197 2,568 SF LOT 198 2,568 SF LOT 199 2,568 SF LOT 200 3,732 SF LOT 208 2,568 SF LOT 209 2,568 SF LOT 210 2,568 SF LOT 211 2,568 SF LOT 212 3,732 SF LOT 228 3,732 SF LOT 227 2,568 SF LOT 226 2,568 SF LOT 225 2,568 SF LOT 224 2,568 SF LOT 214 2,568 SF LOT 215 2,568 SF LOT 216 2,568 SF LOT 217 3,732 SF LOT 219 2,568 SF LOT 220 2,568 SF LOT 221 2,568 SF LOT 222 3,732 SF LOT 230 2,140 SF LOT 231 2,140 SF LOT 232 2,140 SF LOT 233 2,140 SF LOT 234 2,140 SF LOT 236 3,296 SF LOT 237 2,140 SF LOT 238 2,140 SF LOT 239 2,140 SF LOT 240 2,140 SF LOT 242 3,296 SF LOT 243 2,140 SF LOT 244 2,140 SF LOT 245 2,134 SF LOT 247 3,183 SF LOT 185 3,732 SF LOT 191 3,732 SF LOT 196 3,732 SF LOT 201 3,732 SF LOT 207 3,732 SF LOT 213 3,732 SF LOT 218 3,732 SF LOT 223 3,732 SF LOT 229 3,296 SF LOT 235 3,296 SF LOT 241 3,296 SF LOT 246 2,106 SF PROP. ARV 8 11 12 13 13a 5a 14 15 15a 16 17 17b 17a 74b 74a 74 73 75 7677 77a 9 9a 10 OPEN SPACE "H"(0.91 AC)OPEN SPACE "I" (0.01 AC) OPEN SPACE "J" (0.01 AC) PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. WATER METER (TYP.) PROP. WATER METER (TYP.)PROP. FH PROP. FH (TYP.) PROP. FH (TYP.) 45° BEND 22.5° BEND 8"X6" TEE, 2-6" G.V. 8"X6" TEE, 6" G.V. 12"X6" TEE, 6" G.V. 8"X6" TEE, 6" G.V. 8"X6" TEE, 1-6" G.V. 12"X6" TEE, 6" G.V. 12"X8" TEE, 2-12" G.V., 1-8" G.V. 12"X8" TEE, 2-12" G.V., 1-8" G.V. 12"X12" TEE, 3-12" G.V., 12"X8" REDUCER * PROP. FLUSHING ASSEMBLY W/ STUB CONNECT TO EX. FREDERICK WATER UTILITY. CONTRACTOR TO FIELD VERIFY AS-BUILT CONDITIONS OF UTILITY PRIOR TO START OF CONSTRUCTION 1-8" G.V. 12" DIP WATERLINE 8" DIP WATERLINE8" DIP WATERLINE12" DIP WATERLINE 8" DIP WATERLINEPROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.) PROP. SAN LAT (TYP.)PROP. WATER METER (TYP.) PROP. FH PROP. FH PROP. SAN LAT (TYP.) PROP. WATER METER (TYP.)GRID MERIDIANVA NORTH ZONE NAD8345° BEND UD-4 (TYP.) UD-4 (TYP.)HOSTA DR. (PRIVATE)LOVAGE DR. (PRIVATE)LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.)15+0016+0017+0018+0018+77.9815+0016+0017+0018+0018+65.22APPROXIMATE LOCATION OF FUTURE WL 15" ADS N-1215" ADS N - 1 2 18" A D S N - 1 218" ADS N-1218" ADS N-12 24" ADS N-12 24" ADS N-1215" ADS N-1215"ADS N-1215" ADS N-12 15" ADS N-12 18" ADS N-1218"ADS N-1215"ADS N-1215" ADS N-1215" ADS N -1215"ADS N-1215" ADS N-12 15"ADS N-1215" ADS N-12 15" ADS N-12 15" ADS N-12 15"ADS N-12STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) 11+00 12+00 13+00 14+00 15+00 15+71 12" DIP WATERLINE10+00 11+0012+0013+00151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 42UTILITY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1MATCH LINE SHEET 41 MATCH LINE SHEET 43MATCH LINESHEET 3830 0 30 60 SCALE: 1" = 30' 15 GENERAL NOTES: 1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 2.OUTLET PROTECTION COMPUTATIONS ARE SHOWN ON SHEET 113. **CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID SHALL BE USED. THE EXACT LOCATION OF NEW WATER SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S INSPECTOR. (*) A 25' PREBLAST ZONE SHALL BE REQUIRED FOR FUTURE CONNECTIONS AS NEEDED PER FREDERICK WATER'S INSPECTOR. FREDERICK WATER NOTES: 1.VALVES, MANHOLES, AND ARV'S AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED IN CURB AND GUTTER, NOR SLOPED PORTION OF HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATE LOCATIONS WITH THE FREDERICK WATER INSPECTOR. 2.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHER OBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED ON FREDERICK WATER EASEMENTS. PERPENDICULAR IRRIGATION LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18" MINIMUM VERTICAL SEPARATION. 3.RETAINING WALLS AND THEIR TIE BACKS SUCH AS GEO GRID OR OTHER SUPPORTS SHALL NOT BE PLACED IN FREDERICK WATER EASEMENTS. 4.CONTRACTOR SHALL TEST PIT AS REQUIRED AND ADJUST ALL EXISTING FREDERICK WATER FACILITIES TO GRADE PER THE FREDERICK WATER INSPECTOR'S REQUIREMENTS. 5.DRY UTILITIES SHALL NOT CROSS FREDERICK WATER'S PORTION OF THE WATER SERVICE OR SEWER LATERALS. 5' SEPARATION BETWEEN THE METER BOX AND DRY UTILITIES IS DESIRED. A MINIMUM OF 3' IS REQUIRED. 6.FENCES OR OTHER OBSTACLES SHALL NOT BE PLACED BETWEEN PAVING AND FIRE HYDRANT. CONTRACTOR SHALL COORDINATE WORK WITHIN FREDERICK WATER EASEMENT WITH THE FREDERICK WATER INSPECTOR. 7.BENDS ARE NOT PERMITTED OF FREDERICK WATER'S PORTION OF SANITARY SEWER LATERALS. GREATER THAN 2% SLOPE IS ACCEPTABLE IF OTHER REQUIREMENTS ARE MET. 8.CONTRACTOR SHALL PROVIDE ONE REMOTE PRESSURE AND TEMPERATURE MONITORING FIRE HYDRANT AND COORDINATE WITH FREDERICK WATER INSPECTOR. SS 67 * PROP. FLUSHING ASSEMBLY W/ STUB CONNECT TO EX. FREDERICK WATER UTILITY. CONTRACTOR TO FIELD VERIFY AS-BUILT CONDITIONS OF UTILITY PRIOR TO START OF CONSTRUCTIONGRID MERIDIANVA NORTH ZONE NAD83PROP. FREDERICK WATER ESM'T (TYP.) STUB 1 JT OF PIPE FOR FUTURE PHASE AND PREBLAST APPROXIMATE LOCATION OF FUTURE WL STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE)13+0013+65.25151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 43UTILITY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1MATCH LINE SHEET 42 MATCH LINE SHEET 4430 0 30 60 SCALE: 1" = 30' 15 GENERAL NOTES: 1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 2.OUTLET PROTECTION COMPUTATIONS ARE SHOWN ON SHEET 113. **CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID SHALL BE USED. THE EXACT LOCATION OF NEW WATER SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S INSPECTOR. (*) A 25' PREBLAST ZONE SHALL BE REQUIRED FOR FUTURE CONNECTIONS AS NEEDED PER FREDERICK WATER'S INSPECTOR. FREDERICK WATER NOTES: 1.VALVES, MANHOLES, AND ARV'S AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED IN CURB AND GUTTER, NOR SLOPED PORTION OF HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATE LOCATIONS WITH THE FREDERICK WATER INSPECTOR. 2.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHER OBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED ON FREDERICK WATER EASEMENTS. PERPENDICULAR IRRIGATION LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18" MINIMUM VERTICAL SEPARATION. 3.RETAINING WALLS AND THEIR TIE BACKS SUCH AS GEO GRID OR OTHER SUPPORTS SHALL NOT BE PLACED IN FREDERICK WATER EASEMENTS. 4.CONTRACTOR SHALL TEST PIT AS REQUIRED AND ADJUST ALL EXISTING FREDERICK WATER FACILITIES TO GRADE PER THE FREDERICK WATER INSPECTOR'S REQUIREMENTS. 5.DRY UTILITIES SHALL NOT CROSS FREDERICK WATER'S PORTION OF THE WATER SERVICE OR SEWER LATERALS. 5' SEPARATION BETWEEN THE METER BOX AND DRY UTILITIES IS DESIRED. A MINIMUM OF 3' IS REQUIRED. 6.FENCES OR OTHER OBSTACLES SHALL NOT BE PLACED BETWEEN PAVING AND FIRE HYDRANT. CONTRACTOR SHALL COORDINATE WORK WITHIN FREDERICK WATER EASEMENT WITH THE FREDERICK WATER INSPECTOR. 7.BENDS ARE NOT PERMITTED OF FREDERICK WATER'S PORTION OF SANITARY SEWER LATERALS. GREATER THAN 2% SLOPE IS ACCEPTABLE IF OTHER REQUIREMENTS ARE MET. 8.CONTRACTOR SHALL PROVIDE ONE REMOTE PRESSURE AND TEMPERATURE MONITORING FIRE HYDRANT AND COORDINATE WITH FREDERICK WATER INSPECTOR. (*) A 25' PREBLAST ZONE SHALL BE REQUIRED FOR FUTURE CONNECTIONS AS NEEDED PER FREDERICK WATER'S INSPECTOR. 66d 66c 66b 38 39 66e 66a * PROP. FLUSHING ASSEMBLY W/ STUB 1-12" G.V.EX. POWER POLE TO BE RELOCATED GRID MERIDIANVA NORTH ZONE NAD83EX. POWER POLE TO BE RELOCATED EX. POWER POLE TO BE RELOCATED EX. POWER POLE TO BE RELOCATED STUB STORM FOR FUTURE PHASE 2 PROP. 20' STORM DRAINAGE ESM'T (TYP.)11+80.3515" ADS N-1224" ADS N-1224" ADS N-1215 " A D S N - 1 2 15" ADS N-12 PROP. ROW 97 98 GRID MERIDIANVA NORTH ZONE NAD83151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 44UTILITY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 43MATCH LINE SHEET 38 **CENTERLINE OF PROPOSED WATER METER BOXES SHALL BE LOCATED 3' BEYOND THE BACK EDGE OF SIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3' DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTY TRAFFIC RATED LID SHALL BE USED. THE EXACT LOCATION OF NEW WATER SERVICES SHALL BE COORDINATED WITH FREDERICK WATER'S INSPECTOR. GENERAL NOTES: 1.POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OF CONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THE SERVICE. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION. 2.OUTLET PROTECTION COMPUTATIONS ARE SHOWN ON SHEET 113. (*) A 25' PREBLAST ZONE SHALL BE REQUIRED FOR FUTURE CONNECTIONS AS NEEDED PER FREDERICK WATER'S INSPECTOR. FREDERICK WATER NOTES: 1.VALVES, MANHOLES, AND ARV'S AND OTHER FREDERICK WATER SURFACE FEATURES SHALL NOT BE PLACED IN CURB AND GUTTER, NOR SLOPED PORTION OF HANDICAPPED RAMPS. CONTRACTOR SHALL COORDINATE LOCATIONS WITH THE FREDERICK WATER INSPECTOR. 2.IRRIGATION LINES AND DEVICES, LIGHT POLES, TRANSFORMERS, JUNCTION BOXES, PEDESTALS, OTHER OBSTACLES AND ALL DRY UTILITIES SHALL NOT BE PLACED ON FREDERICK WATER EASEMENTS. PERPENDICULAR IRRIGATION LINES AND DRY UTILITY CROSSINGS ARE PERMITTED WITH 18" MINIMUM VERTICAL SEPARATION. 3.RETAINING WALLS AND THEIR TIE BACKS SUCH AS GEO GRID OR OTHER SUPPORTS SHALL NOT BE PLACED IN FREDERICK WATER EASEMENTS. 4.CONTRACTOR SHALL TEST PIT AS REQUIRED AND ADJUST ALL EXISTING FREDERICK WATER FACILITIES TO GRADE PER THE FREDERICK WATER INSPECTOR'S REQUIREMENTS. 5.DRY UTILITIES SHALL NOT CROSS FREDERICK WATER'S PORTION OF THE WATER SERVICE OR SEWER LATERALS. 5' SEPARATION BETWEEN THE METER BOX AND DRY UTILITIES IS DESIRED. A MINIMUM OF 3' IS REQUIRED. 6.FENCES OR OTHER OBSTACLES SHALL NOT BE PLACED BETWEEN PAVING AND FIRE HYDRANT. CONTRACTOR SHALL COORDINATE WORK WITHIN FREDERICK WATER EASEMENT WITH THE FREDERICK WATER INSPECTOR. 7.BENDS ARE NOT PERMITTED OF FREDERICK WATER'S PORTION OF SANITARY SEWER LATERALS. GREATER THAN 2% SLOPE IS ACCEPTABLE IF OTHER REQUIREMENTS ARE MET. 8.CONTRACTOR SHALL PROVIDE ONE REMOTE PRESSURE AND TEMPERATURE MONITORING FIRE HYDRANT AND COORDINATE WITH FREDERICK WATER INSPECTOR. DISTANCE FROM PROPOSED RHONDA LANECL ROAD TO EX . HARRISON LANE CL = 1,950 'HALMAHERA CT - PRIVATE STDA #1(Offsite)PreA = 155.70 ACDA #1(Onsite)PreA = 23.06 ACDA #2(Onsite)PreA = 25.90 ACDA #2(Offsite)PreA = 5.09 ACDA #3(Onsite)PreA = 24.87 ACDA #3(Offsite)PreA = 8.25 ACGRID MERIDIANVA NORTH ZONE NAD83STUDYPOINT #1STUDYPOINT #2STUDYPOINT #3STUDYPOINT #4DA #4(Offsite)PreA = 0.56 ACDA #4(Onsite)PreA = 0.51 ACHYDROLOGIC SOILGROUP LETTER (TYP)SOIL BOUNDARY (TYP)45SWM PRE-DEVELOPMENT DIVIDES ARBOR GLEN PHASE 1 PHASE 1 1211"=200'SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/20/2025KAS7826R.02SDP #04-25121151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVPRE-DEVELOPMENT DRAINAGE DIVIDES2000200400SCALE: 1" = 200'100SWM LEGENDIMPERVIOUS AREA(BUILDINGS, ROADS, ETC.)DRAINAGE DIVIDESOIL GROUPHYDROLOGIC SOILGROUP LETTERPROPERTY LINEFORESTED AREAPHASE 1 LIMITS OFDISTURBANCEPHASE 2 LIMITS OFDISTURBANCE DISTANCE FROM PROPOSED RHONDA LANECL ROAD TO EX . HARRISON LANE CL = 1,950 ' 3R2R3R2R2R1R4R 1R1R1R1RDA #1(Offsite)UndetainedPostA = 155.70 ACDA #1(Onsite)DetainedPostA = 39.87 ACDA #2(Onsite)UndetainedPostA = 7.69 ACDA #1(Offsite)DetainedPostA = 5.09 ACDA #3(Onsite)DetainedPostA = 18.38 ACDA #3(Offsite)DetainedPostA = 8.43 ACTc (TYP)GRID MERIDIANVA NORTH ZONE NAD83DA #3(Onsite)UndetainedPostA = 1.73 ACSTUDYPOINT #1STUDYPOINT #2STUDYPOINT #3STUDYPOINT #4DA #1(Onsite)UndetainedPostA = 2.87 ACDA #4(Onsite)UndetainedPostA = 0.57 ACHYDROLOGIC SOILGROUP LETTER (TYP)SOIL BOUNDARY (TYP)Tc (TYP)46SWM POST DEVELOPMENT DIVIDES ARBOR GLEN PHASE 1 PHASE 1 1211"=200'SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/20/2025KAS7826R.02SDP #04-25121151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVPOST-DEVELOPMENT DRAINAGE DIVIDES2000200400SCALE: 1" = 200'100SWM LEGENDIMPERVIOUS AREA(BUILDINGS, ROADS, ETC.)DRAINAGE DIVIDESOIL GROUPHYDROLOGIC SOILGROUP LETTERPROPERTY LINEFORESTED AREALIMITS OF DISTURBANCE GRID MERIDIANVA NORTH ZONE NAD83L1L2L4L5L6L12L13L14L15L16L17L18L19 L20L21L22L23L 2 4 C1C2C3C4L25L26L27L28L29L30L31 L32L33 L34L35L36L37L38L39L40 L41 L42 L43 L44 L45 L46L48L49L50L51L52L53L54L55L56L57L59L60 L61L62L63L64L65L66L67L68L3L7L8L9L10L11L47 L70 L69L58HYDROLOGIC SOILGROUP LETTER (TYP)SOIL BOUNDARY (TYP)WET PONDLEVEL 2FUTUREPHASE 2WET PONDLEVEL 1FUTURE PHASE2 LIMITS OFDISTURBANCED.A.#1 ONSITE TO WETPOND LEVEL 2 = 39.87ACRESD.A.#1 OFFSITE TO WETPOND LEVEL 2 = 5.09 ACRESD.A.#3 ONSITE TO FUTUREWET POND LEVEL 1 =18.38 ACRESD.A.#3 OFFSITE TOFUTURE WET PONDLEVEL 1 = 8.43 ACRESFUTURE PHASE 2SWM OPEN SPACESTUDYPOINT #1STUDYPOINT #2STUDYPOINT #3STUDYPOINT #4L#BEARINGDISTL1N 03°17'57" E84.18'L2N 23°17'23" E1,126.69'L3S 44°16'34" E529.75'L4S 26°22'05" W74.59'L5N 77°23'16" W24.53'L6S 89°08'29" W102.06'L7S 64°36'47" W19.03'L8S 22°40'04" W83.12'L9S 67°55'00" W205.73'L10S 45°46'29" W155.54'L11S 11°47'36" W104.49'L12S 67°20'55" W120.43'L13S 26°44'55" W177.06'L14S 36°47'19" W128.53'L15S 69°20'54" W6.23'L16S 32°51'04" W30.68'L17S 12°01'00" W16.22'L18S 27°22'04" E83.95'L19S 18°11'22" E100.22'L20S 44°01'37" W92.17'L21S 15°14'57" E100.11'L22S 67°33'12" W37.76'L23N 35°34'22" W26.56'L24N 55°09'58" W27.43'L25S 44°16'34" E383.48'L26S 85°36'14" W118.53'L27N 76°29'45" W40.01'L28N 26°45'35" W71.95'L29N 29°00'13" W90.43'L30N 35°06'56" W100.87'L31N 25°59'39" E53.92'L32S 44°16'34" E82.60'L33S 85°29'04" W460.06'L34S 16°47'38" E778.90'L35N 61°47'38" W30.66'L36N 16°23'55" W189.48'L37N 20°27'22" W178.14'L38N 16°00'16" W347.42'L39N 18°33'52" W82.92'L40N 83°24'02" E61.34'L41N 88°47'22" E51.96'L42N 80°46'10" E50.18'L43N 78°34'21" E121.13'L44S 88°20'58" E57.20'L45N 86°45'48" E53.02'L46N 10°14'31" E20.47'L47N 85°29'04" E46.13'L48S 16°47'38" E436.33'L49S 73°08'53" W348.48'L50S 07°42'37" E626.51'L51S 82°17'23" W37.73'L52N 20°14'17" W145.77'L53N 16°21'56" W102.89'L54N 12°52'43" W71.11'L55N 11°40'37" W175.40'L56S 76°04'48" W87.58'L57N 14°57'48" W129.51'L58N 14°57'48" W7.85'L59N 81°16'26" E22.86'L60N 81°05'39" E95.38'L61N 71°41'35" E74.81'L62N 42°08'53" E16.96'L63N 16°17'29" W105.65'L64N 13°28'10" W40.16'L65N 63°40'34" E151.94'L66N 24°47'41" E108.87'L67N 10°56'31" W70.46'L68N 20°39'46" E119.00'L69N 37°05'19" E10.43'L70N 79°18'39" E35.66'C#RADA LENC LENC BEARINGD ANGLEC12,429.42'811.60'807.83'N 13°43'10" E19°08'26.7"C2246.00'177.07'173.27'S 16°10'06" W41°14'25.8"C3124.32'67.51'66.69'S 50°57'06" W31°06'53.4"C4247.29'232.09'223.66'S 11°44'44" W53°46'27.7"151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1500150300SCALE: 1" = 150'7547SWM BMP PLAN ARBOR GLEN PHASE 1 PHASE 1 1211"=150'SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/20/2025KAS7826R.02SDP #04-25121SWM LEGENDIMPERVIOUS AREA(BUILDINGS, ROADS, ETC.)DRAINAGE DIVIDESOIL GROUPHYDROLOGIC SOILGROUP LETTERPROPERTY LINEFORESTED AREAPHASE 1 LIMITS OFDISTURBANCEVRRM SITE AREA TREATEDBY BMP DEVICES (WETPONDS)RUNOFF REDUCTIONCOMPLIANCE FOREST/OPENSPACE FOR BMP WATERQUALITYPHASE 2 LIMITS OFDISTURBANCENotes:·Phase 1 requires 1.07 lb/yr offsite water quality credits for phosphorus removal. It is anticipated that 3.89 lb/yr of offsite waterquality credits will be needed for Phase 2. Phase 2 will be evaluated under a separate plan to confirm.·The Runoff Reduction Compliance Forest/Open Space area shown here on shall be maintained in a forest/open space manneruntil such time that an amended storm water management plan is approved by the VSMP Authority.·All areas of Conserved Open Space must remain undisturbed. No driving, domestic animals, or crops are permitted.·Limited bush hogging (no more than four times per year) may be conducted to maintain the desired vegetative community.·Forest management, control of invasive species, replanting and revegetating, passive recreation (e.g. trails) are some permittedactivities in the runoff reduction compliance forest/open space as approved by the local program authority.FUTURE PHASE 2 FUTUREPHASE2PHASE 1FUTURE PHASE 2 PHASE 1 PHASE 1 LINE TABLE FOR RUNOFF REDUCTION COMPLIANCE BOUNDARYPHASE 1 ONLY VRRM COMPSPHASE 1 & FUTURE PHASE 2 VRRM COMPS TO DETERMINE BMP TREATMENT VOLUME FOR WET POND AT STUDY POINT #1 PROP. STORM DRAINAGE ESM'T (TYP.) CRABAPPLE ST. (PRIVATE) 22 1 20a 20b 21 21a 20 1a 300 301A 301 302 40 PROP. STORM DRAINAGE ESM'T (TYP.) PROP. STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. ARV 35 19 BP 35 48 SS 35 66 SS 35 93 SS 35 96 SS 36 22 SS 36 27 SS 36 16 SS 35 90 SS 35 48 SS 34 79 SS 34 69 SS 34 00 SS 33 53 SS 33 05 SS 32 61 SS 32 18 SS 34 61 SS 33 94 SS 33 27 SS 32 67 SS 32 60 SS3334 SS 33 26 SS3535 SS3569 SS3569 SS3569 SS3569 SS3396 SS 31 61 SS 31 45 SS 32 32 SS 32 66 SS 33 00 SS 33 33 SS 33 67 SS 32 89 SS 32 99 SS 32 11 34 56 BP 32 06 BP 36 32 BP 728 730 732 734 7 3 2 7 3 4 732732734 734 736 736 734736736 736 07 50 SS 12 60 SS 12 60 SS 12 60 SS 12 60 SS 14 00 SS 14 50 SS 14 50 SS 14 50 SS 14 50 SS 13 70 SS 13 70 SS 13 30 SS 13 30 SS1400 SS 13 20 SS 13 20 SS 19 80 SS 19 80 SS 19 80 SS 19 80 SS 19 00 SS 11 00 SS 11 00 SS 19 00 SS 19 00 SS 19 00 SS 18 76 SS 18 76 SS 30 52 SS 30 28 SS 30 06 SS 30 28 SS 30 52 SS 30 30 SS 31 18 SS 31 42 SS 30 38 SS 30 62 SS 30 38 SS 30 38 SS 26 12 SS 25 88 SS 25 68 SS 25 92 SS 26 12 SS 25 88 SS 19 16 SS 20 16 SS 20 40 SS 19 40 SS2212 SS 22 24 SS 30 30 BP 22 12 SS 22 12 SS 22 12 SS 22 24 SS 22 24 SS 22 12 SS 14 00 SS 14 00 SS 14 00 SS 14 00 SS 14 00 SS 710 712 712.9 713 714 715 716 718 720 722 716 722 720 718 716 714 712 715 714 713.3 713.1 712.6 712.6 713.1 713.3 714 715 716 715 714 713 712.9 712 710 710 712 712.9 713 714 715 716 718 720 722 724 726 728 7303412 SS 35 83 SS3523 SS 23 SS 29 40 TOP 27 84 TOP 26 00 TOP 35 69 SS 37 04 SS 35 02 SS 36 37 SS 34 61 SS 35 96 SS 35 92 SS3633 SS3700 SS3721 SS 37 25 SS 35 75 SS 33 95 SS 33 91 SS 33 34 SS 33 30 SS 35 35 SS 35 31 SS7307287267247227207187127147167187207227227127147 16 7 18 72672472272072072672 6 7287307327302341 SS 23 71 SS 23 93 SS 23 73 SS 713.3714720718716709715713.1712711.6710708708713.3714716709715713.1712711.67107 1 2 . 1 OVERLAND RELIEF CROSS SECTION (SEE SHEETS 100-101) 12 60 SS 12 60 SS 3:124+00 25+00 26+00 PC26+65.22 27+00 11+0011+52.2010+003:1GRID MERIDIANVA NORTH ZONE NAD8310+0011+0013+0014+0014+00 710 712 712.9 713 714 715 716 718 720 722 716 722 720 718 716 714 712 715 714 713.3 713.1 712.6 712.6 713.1 713. 3 714 715 716 715 714 713 712.9 712 710 710 712 712.9 713 714 715 716 718 720 722 724 726 728 730 709 708 710 711.6 712 713.1 713.3 714 CL A1 RIP RAP NAGREEN SHOREMAX w/TRM SC250 EMERGENCY SPILLWAY CLASS I RIP-RAP WEIR WALL #2A WEIR WALL #2B WEIR WALL #1 CLASS 1 RIP-RAP CLASS I RIP-RAP CLASS 1 RIP-RAP CLASS I RIP-RAP 10.0' AQUATIC BENCH 12 ' TOP = 722.12 10.0' SAFETY BENCH 6.0' 6.0' 6.0' 5.0' AQUATIC BENCH 10.0' AQUATIC BENCH 10.0' SAFETY BENCH 6.0' 6.0' 5.0' A Q U A TI C B E N C H 12 + 0 0 CLASS I RIP-RAP NAGREEN SC250 720 718 716 CLASS 1 RIP-RAP CLASS 1 RIP-RAP SWM FACILITY ACCESS (GRASS) SWM FACILITY ACCESS (GRASS) CLASS 1 RIP-RAP STORMWATER QUALITY VRRM RUNOFF REDUCTION COMPLIANCE (PROTECTED FOREST/OPEN SPACE) 713.3 WETLAND SHELF ZONE 2 WETLAND SHELF ZONE 1 "A" FOREBAY #1 (WSE=714.0') FOREBAY #2 (WSE=714') WETLAND SHELF ZONE 1 WETLAND SHELF ZONE 2 WETLAND SHELF ZONE 3 WETLAND SHELF ZO N E 3 NORMAL POOL (WSE=713.1') NORMAL POOL WSE = 713.10 AERATION FOUNTAIN (DESIGN BY OTHERS) 10 YR WSE = 718.30 NORMAL POOL WSE = 714.00100 YR WSE (CLOGGED) = 720.91 100 YR WSE (CLOGGED) = 720.91 10 YR WSE = 718.30 NORMAL POOL WSE = 713.10 NORMAL POOL WSE = 714.00 GRASS ACCESS TO SWM FACILITY PROP. SWM LEVEL 2 WET POND #1 12' 4' 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 690 695 700 705 710 715 720 725 730 690 695 700 705 710 715 720 725 730 301 302 300 301A SWM LEVEL 2 WET POND #1 CROSS SECTION "A-A"10+39.33= EW-2 (36")INV OUT = 706.311+05.33=RISER STRUCTUREINSIDE (4' X 4')INV OUT = 707.00 (36")INV IN = 707.25 (8" DIP POND DRAIN)INV IN = 713.10 (12" REVERSE PIPE)TOP=719.5011+48.40= 8" DIP POND DRAINWITH UPTURNED ELBOWINV OUT = 707.5011+42.40= 12" REV. PIPE SCH 40 PVCINV OUT = 710.00TOP OF EMBANKMENT ELEV.=722.12 EMERGENCY SPILLWAY ELEV.=719.80 3:13:110' AQUATIC BENCH SAFETY BENCH 5' AQUATIC BENCH EX. GRADE 66' - 36" RCP CL IV ASTM C-361 (RUBBER GASKETS W.T. JOINTS) @ 1.06% 1YR WSE=717.26 10YR WSE=718.30 100YR WSE=720.91** (CLOGGED) NORMAL POOL WSE=713.10 (Tv=109,020 ft3) NORMAL POOL FOREBAY #1 WSE=714.00 (Tv=7,749 ft3)4:1PHREATIC LINE CONTROLLED FILL-EMBANKMENT TO BE CONSTRUCTED WITH CLAY CORE 1:1 SIDE SLOPES CONCRETE CRADLE SEE SHEET 49 FOR DETAIL 44.63'-8" DIP (POND DRAIN) @ 0.56% REVERSE PIPE 33'-12" SCH 40 PVC @ 9.4%3:1CUT-OFF TRENCH 4.0' MIN. DEPTH BELOW STM PIPE WITH 1:1 SIDE SLOPES OR FLATTER CL 1 RIP-RAP 48SWM WET POND 1 PLAN & PROFILEARBOR GLEN PHASE 1PHASE 1121 AS SHOWN SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS 7826R.02 SDP #04-25 121151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVPOND #1 - WET POND LEVEL 2 PLAN VIEW NOTES: 1.THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALL OPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THE STARTING WSE IS THE TOP OF THE RISER. 2.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER OR CONSTRUCTION INSPECTOR. 3.EMBANKMENT CONTROLLED FILL (SOIL MATERIALS) TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER. 4.REFER TO GENERAL NOTES - PERMANENT SWM EMBANKMENT NOTES ON SHEET 2. 5.PHREATICLINE DOES NOT CROSS THE TOE OF THE EMBANKMENT THEREFORE NO DRAINAGE SYSTEM IS REQUIRED. 6.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS. FINE GRAINED SOILS SHALL HAVE STONE 1" OR LESS IN DIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN AREAS OF BACKFILL. 7.CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE OR HIGHER WITH 1:1 SIDE SLOPES. 8.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROM GEOTECHNICAL REPORT. 30 0 30 60 SCALE: 1" = 30' 15 50 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5'WETLAND ZONES ZONE 1: 6" TO 12" BELOW WATER LEVEL ZONE 2: 0" TO 6" BELOW WATER LEVEL ZONE 3: 0" TO 12" ABOVE WATER LEVEL 49SWM WET POND 1 DETAILS ARBOR GLEN PHASE 1 PHASE 1 121N/ASHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/20/2025KAS7826R.02SDP #04-25121151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVSTORMWATER MANAGEMENT LEVEL 2 WET POND #1 PRINCIPAL RISER PLAN VIEWNTSTOP TRASH RACK NOTSHOWN FOR CLARITY36" PIPE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'4'4'3.0' W x 1.75' HWEIRCLAY LINER NOTES:1.A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES ANDSHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.2.A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BEPLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEEDMIXTURE (REFER TO VESCH, 1992 EDITION).3.A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINERTYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDEDVERIFYING THE LINER MATERIAL'S PERFORMANCE.STORMWATER MANAGEMENT LEVEL 2 WET POND #1 PRINCIPAL RISER FRONT VIEWNTS2.0'ELEV = 707.00ELEV = 704.33TYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALWITH ANTI-VORTEXTOP OF RISERELEV =719.50CONCRETE FILLFOR BUOYANCY4'WEIR ELEV = 717.753.0' W x 1.75' H4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'INV.=707.00INV.=707.2512" REVERSE PIPEINV.=713.10NOTES:1.THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALLOPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS THE TOP OF THE RISER.2.ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BY AGEOTECHNICAL ENGINEER OR CONSTRUCTION INSPECTOR.3.EMBANKMENT CONTROLLED FILL (SOIL MATERIALS) TO BE CERTIFIED BYA GEOTECHNICAL ENGINEER.4.REFER TO GENERAL NOTES - PERMANENT SWM EMBANKMENT NOTES ONSHEET .5.PHREATIC LINE DOES NOT CROSS THE TOE OF THE EMBANKMENTTHEREFORE NO DRAINAGE SYSTEM IS REQUIRED.6.POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINED SOILS. FINEGRAINED SOILS SHALL HAVE STONE 1" OR LESS IN DIAMETER FOR AMINIMUM OF 2' AROUND PIPE IN AREAS OF BACKFILL.7.CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE OR HIGHERWITH 1:1 SIDE SLOPES.8.CONSTRUCTION TO COMPLY WITH RECOMMENDATIONS FROMGEOTECHNICAL REPORT.1.0" DIA.ORIFICE(LOWFLOW)1.0" DIA.ORIFICE(LOW FLOW)12" PIPE14" STEEL PLATEBOLTED TO EW-1VDOT EW-1VDOT EW-114" STEEL PLATEBOLTED TO EW-1LOW FLOW ORIFICE DETAILNTSPLASTIC SOLUTIONS BMPTRASH RACKCONC. APRON(SLAB)FRONT TRASH RACKNOT SHOWN FORCLARITY3.0'1.75'PLASTIC SOLUTIONS TRASH RACKOR APPROVED EQUAL14" STEEL PLATE BOLTED TO EW-1WITH 1.0" DIAMETER LOW FLOW ORIFICE(SEE LOW FLOW ORIFICE DETAIL THISSHEET)VDOT EW-1PLASTIC SOLUTIONS BMPTRASH RACK12" PIPE6" CONCRETE SLABFOR ORIFICE GRATEELEV = 705.008"36" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)2.0'3:112' WIDEPROP. GRADESTORMWATER MANAGEMENT LEVEL 2 WET POND #1 PRINCIPAL RISER SECTIONNTSTOP OF RISERELEV =719.50EMERGENCY SPILLWAYELEV.=719.80INV.=707.00INV.= 707.25INV.= 707.50INV.= 713.10WEIR ELEV = 717.753.0' W x 1.75' HELEV = 707.00TYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALWITH ANT-VORTEX8" DIP DRAIN WITH VALVE(NORMALLY CLOSED)UPTURNEDELBOW(90° BEND)CAP OPENING1 YR WS ELEV 717.2610 YR WS ELEV 718.30100 YR WS ELEV 720.91**4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCY4'3:1TOP OF BERMELEV.=722.12TYP.TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUALNORMAL POOL WS ELEV 713.101.0" ORIFICEINV.=710.0012" SCH 40 PVCSYNTHETIC LINER OR2' CLAY LINER WITH 6"TOPSOIL CAPELEV = 704.33ELEV = 705.00MIN. 8"MIN. 8"EXTENDED FOOTING8" 8"8"TRASH RACK(BAR GUARD)OUTLET PIPE 36"POND DRAIN 8"8" GATE VALVEWITH STEMHAND WHEEL (TYP)STEM GUIDE (TYP)CONCRETE BLOCKSFOR VALVE SUPPORTHEADWALL ELEV = 712.00 50SWM WET POND 1 DETAILS ARBOR GLEN PHASE 1 PHASE 1 121N/ASHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/20/2025KAS7826R.02SDP #04-25121151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVFOREBAY #1NOT TO SCALE12' WEIR WIDTHPROPOSEDGRADEFRONT VIEW22' LENGTH3:1NOTE: RIP-RAP TO BE FLUSH WITHTOP OF CONCRETE WEIR WALL.WEIR WALL TO BE LEVEL.CONCRETE WEIR(VDOT CLASS A3)5'5'4'ELEV =715.0ELEV =714.0ELEV =714.03:1FOREBAY #2ANOT TO SCALE2'WEIRWIDTHPROPOSEDGRADEFRONT VIEW12' LENGTH3:1NOTE: RIP-RAP TO BE FLUSH WITHTOP OF CONCRETE WEIR WALL.WEIR WALL TO BE LEVEL.CONCRETE WEIR(VDOT CLASS A3)5'5'4'ELEV =716.0ELEV =714.03:13'3'6'6'FOREBAY #2BNOT TO SCALE11' WEIR WIDTHPROPOSEDGRADEFRONT VIEW21' LENGTH3:1NOTE: NAG SC250 TO BE FLUSHWITH TOP OF CONCRETE WEIRWALL. WEIR WALL TO BE LEVEL.CONCRETE WEIR(VDOT CLASS A3)5'5'4'ELEV =716.0ELEV =714.03:14.5'4.5'FOREBAY #1NOT TO SCALESIDE VIEWNOTES:1.REINFORCING STEEL ASTM A615, GRADE 60. MINIMUM BAR LAP 20".2.MINIMUM SOIL BEARING 2,000 PSF TO BE FIELD VERIFIED.3.COMPACTED SOILS, AS NEEDED, TO BE MIN. 95% OF ASTM D-698/VTM-1.4.WEIR WALL TO BE INSTALLED LEVEL AT GRADE SHOWN IN PLANS.12'PROPOSEDGRADECONCRETE WEIR WALL(8" VDOT CLASS A3)2'12"x24" FOOTING(VDOT 21A)#4's, 24" O.C. (V.)#4's, 12"O.C. (H.)NORMAL POOL26''CLASS IRIP-RAP4.0'COMPACTEDEARTHSYNTHETICLINER26"NON-WOVENGEOTEXTILEFABRIC1.0'FOREBAY #2ANOT TO SCALESIDE VIEW9'PROPOSEDGRADECONCRETE WEIR WALL(8" VDOT CLASS A3)2'12"x24" FOOTING(VDOT 21A)#4's, 24" O.C. (V.)#4's, 12"O.C. (H.)NORMAL POOL26''CLASS IRIP-RAP4.0'COMPACTEDEARTHSYNTHETICLINER26"NON-WOVENGEOTEXTILEFABRIC1.0'FOREBAY #2BNOT TO SCALEEMERGENCY SPILLWAYNOT TO SCALE30' WEIR WIDTHPROPOSEDGRADEFRONT VIEW3 : 1 TOP OF BERMELEV =722.12ELEV =719.8ELEV =719.8EMERGENCY SPILLWAYNOT TO SCALESIDE VIEW6'PROPOSEDGRADE3:1NAG SHOREMAXNAG SC250COMPACTEDEARTHSYNTHETICLINER ORCLAY LINER1.0'ANCHOR PERMANUFACTURER5' WIDE AQUATICBENCH ( FOR SAFETYPURPOSES)3:1 S I D E S L O P E 3:1 S I D E S L O P EAQUATIC BENCH DETAIL-FOREBAYNOT TO SCALEFOREBAYONLY12"2%LINER(TYP.)712.9'713'ELEV=714.0'10' WIDEAQUATICBENCH10' WIDESAFETYBENCH3: 1 S I D E S L O P E 3: 1 S I D E S L O P ENOT TO SCALE15% MAX2% MAXDEEPPOOLSLINER(TYP.)AQUATIC & SAFETY BENCH DETAIL- DEEP POOL711.6'713.1'713.3'ELEV=713.1'NOTES:1.INSTALL ONE ROW OF SHOREMAX ONTHE LEVEL SECTION OF THEEMERGENCY SPILLWAY WEIR.2.ALL EDGES OF TRM TO BE INSTALLEDINTO ANCHOR TRENCHES 6"W X 6"DPER MANUFACTURER.RIP-RAP FLUSH WITHTOP OF WEIR WALLRIP-RAP FLUSH WITHTOP OF WEIR WALLNOTES:1.REINFORCING STEEL ASTM A615, GRADE 60. MINIMUM BAR LAP 20".2.MINIMUM SOIL BEARING 2,000 PSF TO BE FIELD VERIFIED.3.COMPACTED SOILS, AS NEEDED, TO BE MIN. 95% OF ASTM D-698/VTM-1.4.WEIR WALL TO BE INSTALLED LEVEL AT GRADE SHOWN IN PLANS.RIP-RAP NOT SHOWNFOR CLARITYRIP-RAP NOT SHOWNFOR CLARITYNOTES:1.REINFORCING STEEL ASTM A615, GRADE 60. MINIMUM BAR LAP 20".2.MINIMUM SOIL BEARING 2,000 PSF TO BE FIELD VERIFIED.3.COMPACTED SOILS, AS NEEDED, TO BE MIN. 95% OF ASTM D-698/VTM-1.4.WEIR WALL TO BE INSTALLED LEVEL AT GRADE SHOWN IN PLANS.5.NAG SC250 TO BE TURNED DOWN 1' AT SPILLWAY WEIR12'PROPOSEDGRADENAG SC250 FLUSH WITHTOP OF WEIR WALL4.0'CONCRETE WEIR WALL(8" VDOT CLASS A3)2'12"x24" FOOTING(VDOT 21A)#4's, 24" O.C. (V.)COMPACTEDEARTHSYNTHETICLINER2.0'#4's, 12"O.C. (H.)1.0'NORMAL POOL26''CLASS IRIP-RAP1.0'SIDE VIEW LOT 1 2,775 SF LOT 2 1,800 SF LOT 3 1,800 SF LOT 4 2,775 SF LOT 5 3,732 SF LOT 6 2,568 SF LOT 7 2,568 SF LOT 8 2,568 SF LOT 9 2,568 SF LOT 10 3,732 SF LOT 11 3,732 SF LOT 12 2,568 SF LOT 13 2,568 SF LOT 14 2,568 SF LOT 15 2,568 SF LOT 16 3,732 SF LOT 17 3,732 SF LOT 18 2,568 SF LOT 19 2,568 SF LOT 20 2,569 SF LOT 21 2,603 SF LOT 22 3,959 SF LOT 23 3,732 SF LOT 24 2,568 SF LOT 25 2,568 SF LOT 26 2,568 SF LOT 27 2,568 SF LOT 28 3,732 SF LOT 30 2,568 SF LOT 31 2,568 SF LOT 32 2,568 SF LOT 33 2,568 SF LOT 34 3,666 SF LOT 29 3,732 SF LOT 35 3,732 SF LOT 36 2,568 SF LOT 37 2,568 SF LOT 38 2,568 SF LOT 39 2,568 SF LOT 40 3,732 SF LOT 41 3,732 SF LOT 42 2,568 SF LOT 43 2,568 SF LOT 44 2,568 SF LOT 45 2,568 SF LOT 46 3,732 SF LOT 106 2,775 SF LOT 107 1,800 SF LOT 108 1,800 SF LOT 109 1,800 SF LOT 110 1,800 SF LOT 111 1,800 SF LOT 112 1,800 SF LOT 113 2,775 SF LOT 132 2,772 SF LOT 134 1,800 SF LOT 135 1,800 SF LOT 136 1,800 SF LOT 137 1,800 SF LOT 138 1,800 SF LOT 139 2,775 SF LOT 141 1,800 SF LOT 142 1,800 SF LOT 143 1,800 SF LOT 144 1,800 SF LOT 145 1,800 SF LOT 146 2,775 SF LOT 148 1,800 SF LOT 149 1,800 SF LOT 150 1,800 SF LOT 151 1,800 SF LOT 152 1,800 SF LOT 153 1,800 SF LOT 154 2,775 SF LOT 156 1,800 SF LOT 157 1,800 SF LOT 158 1,800 SF LOT 159 1,800 SF LOT 160 1,800 SF LOT 161 1,800 SF LOT 162 2,775 SF LOT 164 1,800 SF LOT 165 1,800 SF LOT 166 1,800 SF LOT 167 1,800 SF LOT 168 1,800 SF LOT 169 1,800 SF LOT 170 2,775 SF LOT 184 2,775 SF LOT 183 1,800 SF LOT 182 1,800 SF LOT 181 1,800 SF LOT 180 1,800 SF LOT 179 1,800 SF LOT 177 2,850 SF LOT 176 1,848 SF LOT 175 1,848 SF LOT 174 1,848 SF LOT 173 1,848 SF LOT 172 1,800 SF LOT 186 2,568 SF LOT 187 2,568 SF LOT 188 2,568 SF LOT 189 2,568 SF LOT 190 3,732 SF LOT 206 3,732 SF LOT 205 2,568 SF LOT 204 2,568 SF LOT 203 2,568 SF LOT 202 2,568 SF LOT 192 2,568 SF LOT 193 2,568 SF LOT 194 2,568 SF LOT 195 3,732 SF LOT 197 2,568 SF LOT 198 2,568 SF LOT 199 2,568 SF LOT 200 3,732 SF LOT 208 2,568 SF LOT 209 2,568 SF LOT 210 2,568 SF LOT 211 2,568 SF LOT 212 3,732 SF LOT 228 3,732 SF LOT 227 2,568 SF LOT 226 2,568 SF LOT 225 2,568 SF LOT 224 2,568 SF LOT 214 2,568 SF LOT 215 2,568 SF LOT 216 2,568 SF LOT 217 3,732 SF LOT 219 2,568 SF LOT 220 2,568 SF LOT 221 2,568 SF LOT 222 3,732 SF LOT 230 2,140 SF LOT 231 2,140 SF LOT 232 2,140 SF LOT 233 2,140 SF LOT 234 2,140 SF LOT 236 3,296 SF LOT 237 2,140 SF LOT 238 2,140 SF LOT 239 2,140 SF LOT 240 2,140 SF LOT 242 3,296 SF LOT 243 2,140 SF LOT 244 2,140 SF LOT 245 2,134 SF LOT 48 2,568 SF LOT 47 3,732 SF LOT 49 2,568 SF LOT 50 2,568 SF LOT 51 2,568 SF LOT 52 3,732 SF LOT 53 3,732 SF LOT 54 2,568 SF LOT 55 2,568 SF LOT 56 2,568 SF LOT 57 2,568 SF LOT 58 3,732 SF LOT 59 3,732 SF LOT 60 2,568 SF LOT 61 2,568 SF LOT 62 2,568 SF LOT 63 2,568 SF LOT 64 3,732 SF LOT 65 3,732 SF LOT 66 2,568 SF LOT 67 2,568 SF LOT 68 2,568 SF LOT 69 2,568 SF LOT 70 3,732 SF LOT 71 3,732 SF LOT 72 2,568 SF LOT 73 2,568 SF LOT 74 2,568 SF LOT 75 2,568 SF LOT 76 3,732 SF LOT 77 3,732 SF LOT 78 2,568 SF LOT 79 2,568 SF LOT 80 2,568 SF LOT 81 3,732 SF LOT 82 2,775 SF LOT 83 1,800 SF LOT 84 1,800 SF LOT 85 1,800 SF LOT 86 1,800 SF LOT 87 1,800 SF LOT 88 2,775 SF LOT 89 2,775 SF LOT 90 1,800 SF LOT 91 1,800 SF LOT 92 1,800 SF LOT 93 1,800 SF LOT 94 1,800 SF LOT 95 2,775 SF LOT 105 2,732 SF LOT 104 1,856 SF LOT 103 1,871 SF LOT 102 1,871 SF LOT 101 2,884 LOT 100 2,775 SF LOT 99 1,800 SF LOT 98 1,800 SF LOT 97 1,800 SF LOT 96 2,775 SF LOT 247 3,183 SF LOT 133 2,775 SF LOT 140 2,775 SF LOT 147 2,775 SF LOT 155 2,775 SF LOT 163 2,775 SF LOT 171 2,755 SF LOT 178 2,775 SF LOT 185 3,732 SF LOT 191 3,732 SF LOT 196 3,732 SF LOT 201 3,732 SF LOT 207 3,732 SF LOT 213 3,732 SF LOT 218 3,732 SF LOT 223 3,732 SF LOT 229 3,296 SF LOT 235 3,296 SF LOT 241 3,296 SF LOT 118 2,775 SF LOT 119 1,800 SF LOT 120 1,800 SF LOT 121 1,800 SF LOT 122 1,800 SF LOT 123 1,800 SF LOT 124 2,775 SF LOT 114 2,834 SF LOT 115 1,907 SF LOT 116 1,907 SF LOT 117 2,832 SF LOT 246 2,106 SF UD-4 (TYP.) UD-4 (TYP.) UD-4 (TYP.) LOT 1311,800 SF LOT 1301,800 SF LOT 1291,800 SF LOT 1281,800 SF LOT 1271,800 SF LOT 1261,800 SF LOT 125 2,772 SF PROP. ARV PROP. ARV PROP. ARV PROP. ARV PROP. ARV OPEN SPACE "A" (7.66 AC) OPEN SPACE "A" (7.66 AC) OPEN SPACE "C" (0.97 AC)OPEN SPACE "D" (0.37 AC)OPEN SPACE "B" (0.50 AC)OPEN SPACE "E" (0.31 AC)OPEN SPACE "H"(0.91 AC)OPEN SPACE "G" (0.39 AC) OPEN SPACE "F" (0.64 AC) OPEN SPACE "F" (0.64 AC) OPEN SPACE "A" (7.66 AC) OPEN SPACE "I" (0.01 AC) OPEN SPACE "J" (0.01 AC) PROP. ARV PROP. ARV PROP. ARVGRID MERIDIANVA NORTH ZONE NAD83FIRE HYDRANT26'SIGN TYPE C CALLALILY STREET (PRIVATE)CALLALILY STREET (PRIVATE)CALLALILY STREET (PRIVATE) CRABAPPLE ST. (PRIVATE)MISTFLOWER WAY (PUBLIC)HOSTA DR. (PRIVATE)LOVAGE DR. (PRIVATE)LOVAGE DR. (PRIVATE) RHONDA DR . ( P U B L I C ) RHONDA DR. (PUBLIC) CRABAPPLE ST. (PRIVATE) CRABAP P L E S T . ( P R I V A T E )LOVAGE DR. (PRIVATE)HOSTA DR. (PRIVATE)CALLALILY STREET (PRIVATE)MISTFLOWER WAY (PUBLIC) CRABAPPLE ST. (PRIVATE)FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANTFIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT 26'26'26' 26' 26'26' 26' 26' 26'26'26'26'28'28'SIGN TYPE A SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE MODIFIED D SIGN TYPE C SIGN TYPE D SIGN TYPE MODIFIED D SIGN TYPE A SIGN TYPE C SIGN TYPE A SIGN TYPE D SIGN TYPE C SIGN TYPE D SIGN TYPE D SIGN TYPE A SIGN TYPE MODIFIED D SIGN TYPE ASIGN TYPE MODIFIED D SIGN TYPE C SIGN TYPE D SIGN TYPE MODIFIED D SIGN TYPE MODIFIED D SIGN TYPE D SIGN TYPE C SIGN TYPE MODIFIED D SIGN TYPE C SIGN TYPE C SIGN TYPE D SIGN TYPE C SIGN TYPE A SIGN TYPE A SIGN TYPE MODIFIED D SIGN TYPE C SIGN TYPE A SIGN TYPE C SIGN TYPE A SIGN TYPE C SIGN TYPE C SIGN TYPE A SIGN TYPE A SIGN TYPE C SIGN TYPE A SIGN TYPE A SIGN TYPE MODIFIED D SIGN TYPE D SIGN TYPE C SIGN TYPE A SIGN TYPE C SIGN TYPE A SIGN TYPE C SIGN TYPE A SIGN TYPE C SIGN TYPE C SIGN TYPE A SIGN TYPE C SIGN TYPE A SIGN TYPE ASIGN TYPE C SIGN TYPE A SIGN TYPE C SIGN TYPE C SIGN TYPE A SIGN TYPE A SIGN TYPE CSIGN TYPE A SIGN TYPE CSIGN TYPE A SIGN TYPE A SIGN TYPE C SIGN TYPE A SIGN TYPE C SIGN TYPE D SIGN TYPE D SIGN TYPE DSIGN TYPE D SIGN TYPE A SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE DSIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE A SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE D SIGN TYPE A CURB STENCIL DETAIL - NTS FIRE LANE NO PARKING BLACK TRAFFIC GRADE PAINTED FIRE LANE STENCILING, MINIMUM LETTER HEIGHT 3 INCHES WITH A MINIMUM 12" STROKE, SPACED EVERY 25 FEET, OR AS NOTED 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 100' 51LIFE SAFETY PLANSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1100 0 100 200 SCALE: 1" = 100' 50 *THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY NOTES: 1.FIRE STRIPING NOT TO BE PAINTED AT DRIVEWAY ENTRANCES 2.STANDARD CURB FIRE STRIPING TO INCLUDE CURB STENCIL EVERY 25' AS APPLICABLE., SEE CURB STENCIL DETAIL. 3.FIRE HYDRANT LOCATIONS SHOWN PER DESIGN PLANS. LEGEND PROPOSED YELLOW FIRE STRIPING HCLOVAGE DR. (PRIVATE)2'R1'R1'R1'R1 'R3' R1 'R3'R1'R 1'R1'R 1'R1' R 2 'R2'R1'R 1'R 1'R1'R3'R1'R1'R1'R 2'R 1'R 1' R 3'R1'R 10 0 ' F R O M SI G N T O S I G N 1 14 ' FROM SIGN TO S I G N 100' F R O M SIGN T O SI G N 104' FROM SIGN TO SIGN J J J J 6'1'1'1'1'3'3'1'1.5'3'1'6'1' 1'1' 1' 3' 1' 3'3'1.5'1'12'16'12'14'14'16' 12'12'8.8'1'1'1'1'1'3'1'1.5'3'3'15'12'12'6'1' 1'1' 1' 3'3'1.5'1' 3' 1' 12' 12' 16' 79'50'100'114'100'104'D D D D C C C C B B B B F F F F 19'22'123'5' SIDEWALKPROP. ROW SPLITTER ISLAND (TYP.) PROP. MS-1A SPLITTER ISLAND (TYP.) PROP. MS-1A PROP. MS-1A PROP. MS-1A SPLITTER ISLAND (TYP.) PROP. MS-1A PROP. MS-1A SPLITTER ISLAND (TYP.) PROP. MS-1A PROP. CG-6 MODIFIED CG-3 PROP. CG-2 PROPOSED ROUNDABOUT VDOT CG-12B VDOT CG-12B VDOT CG-12B VDOT CG-1 2 B VDOT CG-12B VDOT CG-12B VDOT CG-12B VDOT CG-12B RHONDA DR . (PUBLIC) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)RATIFICATION CT. (PUBLIC)11'11' 24'20'6'24'20'20'24'20'24'12'12'PROP. CG-6 PROP. CG-6 PROP. CG-6 12'12'11'11' TRUCK APRON CENTRAL ISLAND 63'R 63'R63'R 63'R14.5'25'3 9 . 5 '59.5'PROP. ROUNDABOUT SINGLE LANE R1-2 R6-5P R1-2 R6-5P R1-2 R6-5P R1-2 R6-5P W11-2 W16-7P W11-2 W16-7P W11-2 W16-7P W11-2 W16-7P W11-2 W16-7P W11-2 W16-7P W11-2 W16-7P W11-2 W16-7P D1-1d D1-1d D1-1d D1-1d FREDERICK COUNTY STREET SIGN (TYP.) FREDERICK COUNTY STREET SIGN (TYP.) W2-6 W13-1P W2-6 W13-1P W2-6 W13-1P W2-6 W13-1P R6-1 R6-1 R6-1 R6-1 112 'R112'R 112 'R 112'R 20'19'98 'R 61.5'R 48'R4 8 'R 6 1 . 5 ' R 98'R48'R6 1.5'R 98 'R 4 8 'R 6 1 . 5 'R 9 8 'R20'2 2 ' 20'22'20'2 2 '15.0'15'9.0'9.0' 9.0' 1 9 ' 19'19'19'19'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 52ROUNDABOUT DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 120 0 20 40 SCALE: 1" = 20' 10 PAVEMENT MARKING LEGEND LANE LINES (BROKEN) - WHITE, TYPE B, CLASS I MARKINGS, 4" WIDE x 10' LONG, SPACED 30' EDGE LANE LINES (SOLID) - YELLOW, TYPE B, CLASS I MARKINGS, 4" WIDE LENGTH AS SHOWN ON PLAN. CHANNELIZING LANE LINES (SOLID) - WHITE, TYPE B, CLASS I MARKINGS, 4" WIDE, LENGTH AS SHOWN ON PLAN EXTENDED LANE LINES (DOTTED) - COLOR AS SHOWN, TYPE B, CLASS I MARKINGS, 4" WIDE x 2' LONG, SPACED 2'. STOP BAR (SOLID) - WHITE, TYPE B, CLASS I MARKINGS, 24" WIDE STANDARD CROSSWALK LINES - WHITE, TYPE B, CLASS I MARKINGS, 12" WIDE x 6' LONG, SPACED 24". SOLID WHITE TRANSVERSE LINES PLACED PARALLEL TO ONCOMING TRAFFIC. TYPE B, CLASS I WHITE PAVEMENT MARKING, 6" WIDE PARALLEL LINES SPACED 6 FEET APART. TYPE B, CLASS I PAINTED YELLOW DOUBLE LINE PAVEMENT MARKING, 4" WIDTH, SEPARATED BY A 7" SPACE, LENGTH AS SHOWN ON PLAN TYPE B YELLOW PAVEMENT MARKING, 24" WIDTH, LENGTH AS SHOWN, SPACED 12' AT 45° ANGLE. TRIANGLE YIELD LINES - INDIVIDUAL TRIANGLES BASE OF 12" TO 24" WIDE, HEIGHT 1.5 TIMES THE BASE, 3" TO 12" SPACING. TYPE 3 BARRICADES - RETROREFLECTIVE RAIL FACES WITH R11-2 "ROAD CLOSED" SIGN. TYPE B CLASS I WHITE PAVEMENT MARKING 24" WIDTH, LENGTH AS SHOWN, HASHES SPACED 12" ON CENTER AT 45° ANGLE. TYPE B, CLASS I WHITE PAVEMENT MARKING, ELONGATED TURN LANE ARROW. TYPE B, CLASS I WHITE PAVEMENT MARKING, ELONGATED TURN LANE ARROW. TYPE B, CLASS I WHITE PAVEMENT MARKING, ELONGATED LANE ARROW. A B C D E G F H I J K L SPLITTER ISLAND DETAIL 10+0012+4811+00 12+00 RHONDA DR. (PUBLIC)RATIFICATION CT.(PUBLIC)RHONDA DR. (PUBLIC) 30 80 INV 33 64 EP 33 83 EP 34 33 EP 34 30 EP 34 78 EP 35 25 EP 35 19 EP 34 01 EP 35 38 BP 35 26 EP 35 06 EP 34 74 EP 35 19 EP 34 79 EP 34 90 EP 34 53 EP 35 86 EP 35 89 EP 35 95 BP 34 66 EP 33 13 EP 34 95 EP 34 99 EP 35 00 EP 35 05 BP 35 40 EP 35 80 EP 35 73 EP 36 13 EP 34 47 EP 34 87 EP 34 82 EP 34 65 EP 35 33 EP 35 75 EP 35 58 EP 35 75 EP 34 39 EP 34 46 BP 34 12 EP 34 23 EP 37 34 TC 37 15 TC 36 83 TC 36 22 TC 35 71 TC 35 90 TC 39 40 GND 35 05 SS 35 06 SS 35 34 34 11 EP 34 07 EP 34 07 EP 34 20 EP3419 EP 34 26 EP 34 53 EP 34 30 EP 34 80 EP 34 37 EP 34 60 EP 34 70 EP 34 82 EP 35 36 EP 35 29 EP 35 07 EP 34 96 EP 34 89 EP 34 78 EP 35 30 EP 35 23 EP 34 78 EP 34 86 EP 35 06 EP 35 09 EP 34 82 EP 33 35 EP 33 34 EP 33 35 EP3374 EP 33 86 EP 33 78 EP 34 04 EP 34 33 EP3443 EP 33 95 EP3415 EP 34 30 EP 34 37 EP 33 93 EP 34 06 EP 34 95 EP 34 99 EP 34 33 EP 34 41 EP 35 03 EP 35 00 EP 35 00 EP 35 18 EP 35 13 EP 35 26 EP 35 76 EP 35 64 EP 35 53 EP 35 30 EP 35 68 EP 35 39 EP 35 28 EP 35 28 EP 34 68 LP 36 31 HP 34 81 LP 34 99 LP 34 07 LP 35 43 SS 34 99 SS 34 59 SS 34 30 SS3521 SS 35 73 SS 35 73 SS 35 91 SS 313195 SS3232 SS 33 49 SS 32 65 SS 32 02 SS 34 39 EP 34 40 EP 32 14 EP 32 42 EP 32 69 EP3278 EP 33 00 EP 33 22 EP 32 90 SS 33 85 BP 34 01 BP 736 736 738734734734 734736734736738740742 7347 3 4 7 3 2 732 734 734732 7327 3 4 7 3 6 728730732734728 730 7327347323219 TOP 33 01 TOP 32 83 TOP 36 68 SS3672 SS 34 60 SS 34 60 SS 35 73 BP 35 73 BP 29 26 INV 30 40 INV 4.87% 6.48% 8.62%4.72%6.08%6.76%7 30 34 10 SSMISTFLOWER WAY(PUBLIC)LOVAGE DR. (PRIVATE) 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 720 725 730 735 740 745 750 755 720 725 730 735 740 745 750 755734.87734.69735.01735.39735.76736.14736.30735.97735.59735.22-1.50%-1.50% -1.50% -1.50%PVC STA.10+05.21PVC ELEV.734.79PVI STA.10+20.21PVI ELEV.734.56PVT STA.10+35.21PVT ELEV.734.79VC = 30.00 SAG = 10+20.21 ELEV. = 734.68 PVC STA.11+29.30PVC ELEV.736.20PVI STA.11+44.30PVI ELEV.736.43PVT STA.11+59.30PVT ELEV.736.20VC = 30.00 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 CREST = 11+44.30 ELEV. = 736.31 10+00=INTX. RHONDA DR.10+27.94=INTX. MISTFLOWER WAY11+34.30=INTX. RHONDA DR.11+96.14=INTX. RATIFICATION CT.734.87734.79735.72736.20735.27ELEV. @ PROP RD C/L 735.65736.26735.3412+48=INTX. RHONDA DR.INSIDE ENTRY CURVE TANGENTIAL TO CENTRAL ISLAND OUTSIDE ENTRY RADIUS TANGENTIAL TO OUTSIDE EDGE OF CIRCULATORY ROADWAY INSIDE EXIT CURVE TANGENTIAL TO CENTRAL ISLAND OUTSIDE EXIT RADIUS TANGENTIAL TO OUTSIDE EDGE OF CIRCULATORY ROADWAY INSIDE ENTRY CURVE TANGENTIAL TO CENTRAL ISLAND OUTSIDE ENTRY RADIUS TANGENTIAL TO OUTSIDE EDGE OF CIRCULATORY ROADWAY INSIDE EXIT CURVE TANGENTIAL TO CENTRAL ISLAND OUTSIDE EXIT RADIUS TANGENTIAL TO OUTSIDE EDGE OF CIRCULATORY ROADWAY 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVAS SHOWN 53ROUNDABOUT GRADING & PROFILESHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 24'6'20'20'14.5'25'25'14.5'20'20'6'24' 2% SLOPE 2% SLOPEMS-1 COMPACTED SUBGRADE COMPACTED SUBGRADE SPLITTER ISLAND (MS-1) CLASS A3 CONCRETE MS-1 CG-3 MOD. CURB COMPACTED SUBGRADE 7"-21-B CONCRETE APRON 7"-CLASS A3 CONCRETE WITH 6X6 W2.9XW2.9 WWF CG-2 ROAD CONSTRUCTION CENTERLINE TURF GRASS CG-2 7"-21-B COMPACTED SUBGRADE CG-3 MOD. CURB COMPACTED SUBGRADE MS-1 MS-1 COMPACTED SUBGRADE ROUNDABOUT TYPICAL SECTION THROUGH CENTER ISLAND AND SPLITTER ISLANDS NOT TO SCALE 17.5'17.5' 50'50'50' 79' 119' 50 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5'CENTRAL ISLAND PROFILE SCALE: H:1"= 50' V:1"= 5' SPLITTER ISLAND (MS-1) CLASS A3 CONCRETE CG-12 MEDIAN/ REFUGE ISLAND SPLITTER ISLAND (MS-1) CLASS A3 CONCRETE SPLITTER ISLAND (MS-1) CLASS A3 CONCRETE CG-12 MEDIAN/ REFUGE ISLAND CONCRETE APRON 7"- CLASS A3 CONCRETE WITH 6X6 W2.9XW2.9 WWF 2% SLOPE 6:1 MAX 2% SLOPE REFERENCE RHONDA DRIVE PAVEMENT SECTION REFERENCE RHONDA DRIVE PAVEMENT SECTION 30 0 30 60 SCALE: 1" = 30' 15 RHONDA DR. 50' 50' R1: 160' V1: 22.3 MPH R3: 227' V3: 25.4 MPH R3: 204' V3: 24.4 MPH R1: 180' V1: 23.3 MPH 5'3 CONTROL POINTS ON APPROACH AND DEPARTURE.5'R2: 68' V2: 16.3 MPH R2: 67' V2: 16.2 MPHMISTFLOWER WAYRATIFICATION CT.RHONDA DR.5'5'5'5'5'5'5'5'5'5'5'165' FROM ICD 165' FROM ICD 50' 50'5'5'5'5'5'5'50'5'50'5'5'5'5'5' 5' 5'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 54ROUNDABOUT FASTEST PATH - EAST & WEST THRU MOVEMENTSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 LEGEND THRU FAST PATH (R1,R2,R3) R3: 201' V3: 24.3MPH R1: 194' V1: 24.0 MPH R1: 194' V1: 24.0 MPH R3: 202' V3: 24.3 MPH5'R2: 69' V2: 16.4 MPH R2: 68' V2: 16.3 MPH 50' MISTFLOWER WAY RATIFICATION CT. 3 CONTROL POINTS ON APPROACH AND DEPARTURE.5'5'5'5'5'50'165' FROM ICD 165' FROM ICD 50' 50'5'5'5'5'5'5'5'5'5'5'5'5'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 55ROUNDABOUT FASTEST PATH - NORTH & SOUTH THRU MOVEMENTSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 LEGEND THRU FAST PATH (R1,R2,R3) CATCHFLY WAY (PRIVATE)HCHCHCPROP. ARV RHONDA DR. 3 CONTROL POINTS ON APPROACH AND DEPARTURE. R4: 45' V4: 14 MPHMISTFLOWER WAYRATIFICATION CT.RHONDA DR. 165' FROM ICD 165' FROM ICD R4: 45' V4: 14 MPH 50'5'50'5'5'5'5'5' 5' 5' 165' FROM ICD 3 CONTROL POINTS ON APPROACH AND DEPARTURE.50'50'5' 5' 5' NOTES: 1.LEFT TURN FASTEST PATH CAN BE ESTIMATED BY MEASURING THE RADIUS OF THE OFFSET OF THE CENTRAL ISLAND. THE LEFT TURN FOR ALL FOUR LEGS WILL BE THE SAME R4 RADIUS. 2.A LEFT TURN FASTEST PATH MAY NEED TO BE DRAWN FOR NON-CIRCULAR ROUNDABOUTS, ROUNDABOUTS WITH SPIRALS OR UNIQUELY SHAPED ROUNDABOUTS. PER WISCONSIN DOT ROUNDABOUT GUIDE ATTACHMENT 9.3 CREATING ROUNDABOUT FASTEST PATHS SPLINE CURVES AS REFERENCED IN NCHRP REPORT 672 6.7.1.1 165' FROM ICD 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 56ROUNDABOUT FASTEST PATH - LEFT TURN MOVEMENTSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 LEGEND LEFT TURN FAST PATH (R4) CATCHFLY WAY (PRIVATE)HCHCHCPROP. ARV RHONDA DR. 3 CONTROL POINTS ON APPROACH AND DEPARTURE. R5: 85' V5: 17.7 MPH R5: 81' V5: 17.4 MPH R5: 81' V5: 17.4 MPH R5: 77' V5: 17.1 MPH MISTFLOWER WAYRATIFICATION CT.RHONDA DR. 165' FROM ICD 165' FROM ICD 50' 50'5'5'5'5'5'5'5'5'5'5'5'5'5'50' 50' 5'5'5' 165' FROM ICD 3 CONTROL POINTS ON APPROACH AND DEPARTURE. 165' FROM ICD 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 57ROUNDABOUT FASTEST PATH - RIGHT TURN MOVEMENTSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 LEGEND RIGHT TURN FAST PATH (R5) LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)RATIFICATION CT. (PUBLIC)RHONDA DR. (PUB L I C ) LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)RATIFICATION CT. (PUBLIC)RHONDA DR. (PUB L I C ) LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)RATIFICATION CT. (PUBLIC)RHONDA DR. (PUB L I C ) LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)RATIFICATION CT. (PUBLIC)RHONDA DR. (PUB L I C )151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 58ROUNDABOUT AUTOTURN BUS-36SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 LEGEND FRONT WHEEL PATH REAR WHEEL PATH BUS BODY ENVELOPE TRUCK SWEPT PATHS THRU MOVEMENTS S-BUS-36 WIDTH: 8 FT TRACK: 8 FT LOCK TO LOCK TIME: 6 SEC. STEERING ANGLE: 37.6 DEG LEGEND FRONT WHEEL PATH REAR WHEEL PATH BUS BODY ENVELOPE S-BUS-36 WIDTH: 8 FT TRACK: 8 FT LOCK TO LOCK TIME: 6 SEC. STEERING ANGLE: 37.6 DEG LEGEND FRONT WHEEL PATH REAR WHEEL PATH BUS BODY ENVELOPE S-BUS-36 WIDTH: 8 FT TRACK: 8 FT LOCK TO LOCK TIME: 6 SEC. STEERING ANGLE: 37.6 DEG LEGEND FRONT WHEEL PATH REAR WHEEL PATH BUS BODY ENVELOPE S-BUS-36 WIDTH: 8 FT TRACK: 8 FT LOCK TO LOCK TIME: 6 SEC. STEERING ANGLE: 37.6 DEG TRUCK SWEPT PATHS LEFT TURN MOVEMENTS TRUCK SWEPT PATHS LEFT TURN MOVEMENTS TRUCK SWEPT PATHS RIGHT TURN MOVEMENTS 30 0 30 60 SCALE: 1" = 30' 15 30 0 30 60 SCALE: 1" = 30' 15 30 0 30 60 SCALE: 1" = 30' 15 LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)RATIFICATION CT. (PUBLIC)RHONDA DR. (PUB L I C ) LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)RATIFICATION CT. (PUBLIC)RHONDA DR. (PUB L I C ) LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)RATIFICATION CT. (PUBLIC)RHONDA DR. (PUB L I C ) LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)RATIFICATION CT. (PUBLIC)RHONDA DR. (PUB L I C )151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 59ROUNDABOUT AUTOTURN WB-40SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 LEGEND FRONT WHEEL PATH REAR WHEEL PATH BUS BODY ENVELOPE TRUCK SWEPT PATHS LEFT TURN MOVEMENTS TRUCK SWEPT PATHS LEFT TURN MOVEMENTS TRUCK SWEPT PATHS RIGHT TURN MOVEMENTS TRUCK SWEPT PATHS THRU MOVEMENTS WB-40 WIDTH: 8 FT TRACK: 8 FT LOCK TO LOCK TIME: 6 SEC. STEERING ANGLE: 20.3 DEG 30 0 30 60 SCALE: 1" = 30' 15 LEGEND FRONT WHEEL PATH REAR WHEEL PATH BUS BODY ENVELOPE WB-40 WIDTH: 8 FT TRACK: 8 FT LOCK TO LOCK TIME: 6 SEC. STEERING ANGLE: 20.3 DEG 30 0 30 60 SCALE: 1" = 30' 15 LEGEND FRONT WHEEL PATH REAR WHEEL PATH BUS BODY ENVELOPE WB-40 WIDTH: 8 FT TRACK: 8 FT LOCK TO LOCK TIME: 6 SEC. STEERING ANGLE: 20.3 DEG 30 0 30 60 SCALE: 1" = 30' 15 LEGEND FRONT WHEEL PATH REAR WHEEL PATH BUS BODY ENVELOPE WB-40 WIDTH: 8 FT TRACK: 8 FT LOCK TO LOCK TIME: 6 SEC. STEERING ANGLE: 20.3 DEG RHONDA DR.MISTFLOWER WAYRHONDA DR.HCHCHCPROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'TPROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T PROP. ARV 155' SSD TO CROSSWALK 155' SSD TO YIELD LINE 155' SSD TO CROSSWALK155' SSD TO YIELD LINE155' SSD TO CROSSWALK 155' SSD TO YIELD L I N E155' SSD TO YIELD LINE155' SSD TOYIELD LINE80' SSD 5.0'INNER LANDSCAPING AREA RATIFICATION CT151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 60ROUNDABOUT STOPPING SIGHT DISTANCE ENTRY LINE AND CIRCULATORYSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1LEGEND: STOPPING SIGHT DISTANCE TO YIELD LINE ENVELOPE DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 2.0' (REFER TO NCHRP REPORT 1043, EXHIBIT 9.12) STOPPING SIGHT DISTANCE TO PEDESTRIAN CROSSING ENVELOPE DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 2.0' (REFER TO NCHRP REPORT 1043, EXHIBIT 9.12) CIRCULATORY STOPPING SIGHT DISTANCE ENVELOPE DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 2.0' (REFER TO NCHRP REPORT 1043, EXHIBIT 9.15) 30 0 30 60 SCALE: 1" = 30' 15 STOPPING SIGHT DISTANCE ENTRANCE LINE, PEDESTRIAN WAITING AREAS, AND CIRCULATORY AREA OF UNRESTRICTED HEIGHT NOTES: 1.CENTRAL ISLAND LANDSCAPE SUBJECT TO VDOT APPROVAL. 2.APPROACH ROAD DESIGN SPEEDS ARE 25 MPH. 3.ROUNDABOUT ADVISORY SPEED IS 15 MPH. 4.STOPPING SIGHT DISTANCE FOR ENTRANCE LINE AND PEDESTRIAN BASED ON APPROACH SPEED AND NCHRP REPORT 1043 EXHIBIT 9.11. 5.STOPPING SIGHT DISTANCE FOR CIRCULATORY BASED ON CIRCULATING PATH RADIUS/SPEED (15 MPH). RHONDA DR.MISTFLOWER WAYRHONDA DR.HCHCHCPROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'TPROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T PROP. ARV 91' S S D T O CRO S S W A L K DSSD=91' R5=77' V5=17.1 MPH 93' S S D T O CRO S S W A L K DSSD=93' R5=81' V5=17.4 MPH 95' SSD TOCROSSWALKDSSD=95' R5=85' V5=17.7 MPH 93' SSD TOCROSSWALKDSSD=93' R5=81' V5=17.4 MPH RATIFICATION CT151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 61ROUNDABOUT STOPPING SIGHT DISTANCE TO DOWNSTREAM CROSSWALKSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1LEGEND: STOPPING SIGHT DISTANCE TO CROSSWALK ON EXIT DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 3.5' (REFER TO NCHRP REPORT 1043, EXHIBIT 9.16) 30 0 30 60 SCALE: 1" = 30' 15 STOPPING SIGHT DISTANCE TO THE DOWNSTREAM CROSSWALK AREA OF UNRESTRICTED HEIGHT NOTES: 1.CENTRAL ISLAND LANDSCAPE SUBJECT TO VDOT APPROVAL. 2.APPROACH ROAD DESIGN SPEEDS ARE 25 MPH. 3.ROUNDABOUT ADVISORY SPEED IS 15 MPH. 4.STOPPING SIGHT DISTANCE PER NCHRP REPORTS 672 eq 6-5 AND 1043 eq 9.9. HCPROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T RHONDA DR. (PUBLIC)RATIFICATION CT. (PUBLIC)RHONDA DR. (PUB L I C )MISTFLOWER WAY (PUBLIC)b1 = 148' b2 = 103' b2 = 103' b1 = 145' b2 = 103' b2 = 103' b1 = 148' b1 = 142'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 20' 62ROUNDABOUT INTERSECTION SIGHT DISTANCE AT THE ENTRYSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 120 0 20 40 SCALE: 1" = 20' 10 INTERSECTION SIGHT DISTANCE AT THE ENTRY LEGEND: WEST BOUND INTERSECTION SIGHT DISTANCE ENVELOPE DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 3.5' NORTH BOUND INTERSECTION SIGHT DISTANCE ENVELOPE DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 3.5' EAST BOUND INTERSECTION SIGHT DISTANCE ENVELOPE DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 3.5' SOUTH BOUND INTERSECTION SIGHT DISTANCE ENVELOPE DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 3.5' AREA OF UNRESTRICTED HEIGHT LENGTH OF ENTERING BRANCH OF SIGHT TRIANGLE, b1 and LENGTH OF CIRCULATING BRANCH OF SIGHT TRIANGLE, b2 NOTES: 1.CENTRAL ISLAND LANDSCAPE SUBJECT TO VDOT APPROVAL. 2.APPROACH ROAD DESIGN SPEEDS ARE 25 MPH. 3.ROUNDABOUT ADVISORY SPEED IS 15 MPH. 4.INTERSECTION SIGHT DISTANCE COMPUTED PER NCHRP REPORTS 672 eq 6-6 AND 6-7, AND 1043 eq 9.11 AND 9.12. HCPROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'TPROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T RHONDA DR. (PUBLIC)RATIFICATION CT. (PUBLIC)RHONDA DR. (PUB L I C )MISTFLOWER WAY (PUBLIC)50'50' b2 = 103' b2 = 103' b2 = 103' b2 = 103' 50'50'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 20' 63ROUNDABOUT INTERSECTION SIGHT DISTANCE IN ADVANCE OF THE ENTRYSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1LEGEND: WEST BOUND INTERSECTION SIGHT DISTANCE ENVELOPE DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 3.5' NORTH BOUND INTERSECTION SIGHT DISTANCE ENVELOPE DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 3.5' EAST BOUND INTERSECTION SIGHT DISTANCE ENVELOPE DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 3.5' SOUTH BOUND INTERSECTION SIGHT DISTANCE ENVELOPE DRIVER'S EYE = 3.5' AND OBJECT HEIGHT = 3.5' 20 0 20 40 SCALE: 1" = 20' 10 INTERSECTION SIGHT DISTANCE IN ADVANCE OF THE ENTRY AREA OF UNRESTRICTED HEIGHT LENGTH OF CIRCULATING BRANCH OF SIGHT TRIANGLE, b2 NOTES: 1.CENTRAL ISLAND LANDSCAPE SUBJECT TO VDOT APPROVAL. 2.APPROACH ROAD DESIGN SPEEDS ARE 25 MPH. 3.ROUNDABOUT ADVISORY SPEED IS 15 MPH. 4.INTERSECTION SIGHT DISTANCE COMPUTED PER NCHRP REPORTS 672 eq 6-6 AND 6-7, AND 1043 eq 9.11 AND 9.12. SSSSSSSSSSS61b 37 LOT 132 2,772 SF LOT 134 1,800 SF LOT 135 1,800 SF LOT 136 1,800 SF LOT 137 1,800 SF LOT 138 1,800 SF LOT 139 2,775 SF LOT 141 1,800 SF LOT 142 1,800 SF LOT 143 1,800 SF LOT 144 1,800 SF LOT 145 1,800 SF LOT 146 2,775 SF LOT 148 1,800 SF LOT 149 1,800 SF LOT 150 1,800 SF LOT 151 1,800 SF LOT 152 1,800 SF LOT 153 1,800 SF LOT 154 2,775 SF LOT 156 1,800 SF LOT 157 1,800 SF LOT 158 1,800 SF LOT 159 1,800 SF LOT 160 1,800 SF LOT 161 1,800 SF LOT 162 2,775 SF LOT 164 1,800 SF LOT 165 1,800 SF LOT 166 1,800 SF LOT 167 1,800 SF LOT 168 1,800 SF LOT 169 1,800 SF LOT 170 2,775 SF LOT 184 2,775 SF LOT 183 1,800 SF LOT 182 1,800 SF LOT 181 1,800 SF LOT 180 1,800 SF LOT 179 1,800 SF LOT 177 2,850 SF LOT 176 1,848 SF LOT 175 1,848 SF LOT 174 1,848 SF LOT 173 1,848 SF LOT 172 1,800 SF LOT 186 2,568 SF LOT 187 2,568 SF LOT 188 2,568 SF LOT 189 2,568 SF LOT 190 3,732 SF LOT 206 3,732 SF LOT 205 2,568 SF LOT 204 2,568 SF LOT 203 2,568 SF LOT 202 2,568 SF LOT 192 2,568 SF LOT 193 2,568 SF LOT 194 2,568 SF LOT 195 3,732 SF LOT 197 2,568 SF LOT 198 2,568 SF LOT 199 2,568 SF LOT 200 3,732 SF LOT 245 2,134 SF LOT 247 3,183 SF LOT 133 2,775 SF LOT 140 2,775 SF LOT 147 2,775 SF LOT 155 2,775 SF LOT 163 2,775 SF LOT 171 2,755 SF LOT 178 2,775 SF LOT 185 3,732 SF LOT 191 3,732 SF LOT 196 3,732 SF LOT 201 3,732 SF LOT 118 2,775 SF LOT 119 1,800 SF LOT 120 1,800 SF LOT 121 1,800 SF LOT 122 1,800 SF LOT 123 1,800 SF LOT 124 2,775 SF LOT 114 2,834 SF LOT 115 1,907 SF LOT 116 1,907 SF LOT 117 2,832 SF PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) LOT 246 2,106 SF PROP. 20' FREDERICK WATER ESM'T (TYP.) UD-4 (TYP.) UD-4 (TYP.) UD-4 (TYP.) UD-4 (TYP.) LOT 1311,800 SF LOT 1301,800 SF LOT 1291,800 SF LOT 1281,800 SF LOT 1271,800 SF LOT 1261,800 SF LOT 125 2,772 SF PROP. ARV 36a 66 65 64a 64 65a 65b 61a 61 60 59a 58 57 56 55 11 11a 12 16 17 17b 17a 31 32 33 34 34a 34b 34c 35 36 38 39 54b 54c 54d 54e 54f 54g 54h 54i 54j 54k 59 52b 31a OPEN SPACE "A" (7.66 AC) OPEN SPACE "A" (7.66 AC) OPEN SPACE "B" (0.50 AC) OPEN SPACE "F" (0.64 AC) FUTURE STORM STR #37 1,7781,7783,269 3,269 58 58 274274143 143 1,6341,634PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'TPROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T PROP. ARV PROP. ARV PROP. 20' FREDERICK WATER ESM'T (TYP.) RHONDA DR . ( P U B L I C )MISTFLOWER WAY (PUBLIC)CALLALILY STREET (PRIVATE) CRABAPPLE ST. (PRIVATE)CALLALILY STREET (PRIVATE)740740 738 738 740 742 74274274074 2 744 742740 740744742740 742744 742 746746746 742744746740738742744746 746 74474 4 7447447447447 4 4 74274 2 74 0 740 7407 3 8 7 4 0 738 7 4 0 740 738 736 73 8 73 6 736 738734734734 734736736738 738 736738734736738740742738740742740 736 738 742 740 738 736 7 4 0 740738744742 7427 4 2742 7 3 6 7 3 8 7 4 0 7427407387347 3 4 7 3 2 732 734 736 736738732734730734 740 738 734738740742736734732 738740742 734 736 7 3 2 7 3 4 7 3 6 728730732734728 730 732734732742744 730 742 740 7 4 2 7 4 2 STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHTGRID MERIDIANVA NORTH ZONE NAD831 1 1 1 1 1 1 33 3 3 3 3 7 7 7 7 7 7 1 8 9 9 9 10 10 10 11 11 11 11 11 11 11 11 12 13 13 13 13 13 12 12 13 13 13 13 13 12 12 13 13 13 13 13 12 13 12 13 13 13 12 13 13 13 13 13 13 13 12 12 13 13 13 13 13 13 13 12 12 12 13 13 13 13 13 13 12 12 13 13 13 13 13 13 12 12 14 14 14 14 14 12 12 14 14 14 14 12 11 11 TURF TURF TURF 7 7 2 52 2 3 3 5 11 18 32 33 16 17 31 30 27 29 29 26 26 25 25 28 17 16 18 15 33 28 28 32 PROPOSED 6' H. OPAQUE FENCE (TYP.) PROPOSED 6' H. OPAQUE FENCE (TYP.)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 64 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 65 MATCH LINESHEET 68LANDSCAPE PLANMATCH LINE SHEET 70 SSSSSSSPROPOSED RETAINING WALL #1 PROPOSED RETAINING WALL #2 PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. SIGHT DISTANCE ESM'T UD-4 (TYP.) UD-4 (TYP.) 54 53 50 49 48 47 41d 25 25a 26 27 27a 29 3030b 30a 54a 69 44a 46c 46b 5152 71 41c 46a 52a 41a 41b 42 43 41f 41e 44 46 45 28 PROP. ARV 72 CRABAPPLE ST. (PRIVATE) CALLALILY STREET (PRIVATE) 736 736 730 732 7 3 4 7 3 4 734736 7 3 4732730 740 742 736 734 734 732736 738 736 73673874074 0 740736734738738 7 4 0 7 4 0 738736736736 740738 740736736736 736 738 74074 0736738732734732734734734730728732734732728 728 734740 738 740 738 738 74273673873473473072873673473 6734 7 3 8 7 4 0 740734736 STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT GRID MERIDIANVA NORTH ZONE NAD83GRID MERIDIANVA NORTH ZONE NAD831 1 1 1 1 1 1 1 1 1 3 3 7 7 7 7 7 7 7 7 7 10 12 13 13 13 13 13 13 13 13 1212 13 13 13 13 13 13 12 12 13 13 13 13 13 13 12 12 12 12131313 14 14 14 14 12 14 14 14 14 12 12 14 14 14 14 14 12 12 12 12 12 13 13 13 13 12 12 13 13 13 13 13 13 13 12 12 13 13 13 13 TURF TURF 1 2 2 1 33 15 28 32 15 16 17 31 26 17 25 16 PROPOSED 6' H. OPAQUE FENCE (TYP.)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 65 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 64 MATCH LINE SHEET 66 MATCH LINE SHEET 67LANDSCAPE PLAN SSSSSSSPROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. STORM DRAINAGE ESM'T (TYP.) PROP. VARIABLE WIDTH FREDERICK WATER ESM'T (TYP.) PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T 41d 22 1 2 68 67 20f 20c 20d 23 25a 41 3 20a 20b 41c 21 21a 20 41a 41b 1a 40a 42 41f 41e 300 301A 301 302 40 PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. STORM DRAINAGE ESM'T (TYP.) PROP. STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. ARV CRABAP P L E S T . ( P R I V A T E ) CRABAPPLE ST. (PRIVATE) 728 730 732 734 736 734 736 734 736 732 734 7 3 2 7 3 2 7 3 4 732732 734 734 734 736 736 734736736 736 730 732 7 3 4 73 4 734736 736 7 3 4732730 734 732 738 738736 734 734 732710 712 712.9 713 714 715 716 718 720 722 716 722 720 718 716 714 712 715 714 713.3 713.1 712.6 712.6 713.1 713.3 714 715 716 715 714 713 712.9 712 710 710 712 712.9 713 714 715 716 718 720 722 724 726 728 730730728726724722720718712714716718720722722 7127147 16 71 8 72672472272072072672 6 728 730732730713.3714720718716709715713.1712711.6710708708713.3714716709715713.1712711.67107 1 2 . 1 734734STREET LIGHT STREET LIGHT STREET LIGHT GRID MERIDIANVA NORTH ZONE NAD83WETLAND SHELF ZONE 3 WETLAND SHELF ZONE 2 WETLAND SHELF ZONE 1 WETLAND SHELF ZONE 1 WETLAND SHELF ZONE 2 PROP. SWM LEVEL 2 WET POND #1 AERATION FOUNTAIN (DESIGN BY OTHERS) FOREBAY #2 FOREBAY #1 1 RIVER BIRCH 1 RIVER BIRCH 1 BLACK GUM 3 SWAMP WHITE OAKS 2 SWEET GUM 3 SWAMP WHITE OAKS 3 WILLOW OAKS 1 SUGAR MAPLE 2 SWEET GUM 1 SUGAR MAPLE 3 SWEETBAY MAGNOLIAS 3 SWEETBAY MAGNOLIAS 100 YR WSE (CLOGGED) = 720.91 NORMAL POOL WSE = 713.10 10 YR WSE = 718.30 1 1 1 1 1 1 1 46 7 7 10 10 12 12 12131313 14 14 14 14 14 12 12 14 14 14 14 14 12 12 14 14 14 14 14 1212 12 14 14 14 14 14 12 12 14 14 14 14 12 12 1212 1 1 11 6 2 2 2 2 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 66 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 67 MATCH LINE SHEET 66 LANDSCAPE PLANMATCH LINESHEET 65 SSSSSSSSSSPROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. STORM DRAINAGE ESM'T (TYP.) PROP. SIGHT DISTANCE ESM'T PROP. ARV PROP. ARV PROP. ARV 22 2 4 5 6 7a 7 8 68 67 20f 20c 20d 20e 23 2425 25a 27 27a 4a 3 20b 1a PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. ARV LOVAGE DR. (PRIVATE)CRABAP P L E S T . ( P R I V A T E ) CALLALILY STREET (PRIVATE)HOSTA DR. (PRIVATE)728 730 732 734 736 734 738736 736 736 734 736 734736738736738740736738734736732 734 736 7 3 2 7 3 2 7 3 4 732732 734 734 734 736 736 734736736 736 736 736 738736734 732 7347 3 4 736736 734734734 736738 738 740 742 738740 742 742736738740740 738 7 4 0 732734732738 74 2 742740 74273673874074 0 740736734738738 738 7387 3 6 732734 738 728 730 728730732730 734 738738 740738740 STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT GRID MERIDIANVA NORTH ZONE NAD831 1 1 1 2 4 4 4 4 4 6 6 6 6 6 6 6 10 14 14 14 12 12 14 14 14 14 14 12 12 14 14 14 14 14 12 12 14 14 14 14 14 12 12 14 14 14 14 14 12 12 14 14 14 14 14 12 12 14 14 14 14 14 12 12 14 14 14 14 14 12 12 14 14 14 14 12 14 14 14 14 14 12 12 14 14 14 14 14 12 12 14 12 12 12 1 1 11 6 6 6 2 2 2 2 24 18 20 23 22 21 19 24 18 20 23 20 21 19 24 18 20 23 (SEE TABLE ON SHEET 72)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 67 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 66 MATCH LINE SHEET 68MATCH LINE SHEET 65LANDSCAPE PLAN SSSSSSSPROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) PROP. FREDERICK WATER ESM'T (TYP.) UD-4 (TYP.) UD-4 (TYP.) PROP. ARV 8 11 12 13 13a 5a 14 15 15a 16 17 17b 17a 74b 74a 74 73 67 75 7677 77a 9 9a 10 PROP. SIGHT DISTANCE ESM'T PROP. SIGHT DISTANCE ESM'T RHONDA DR. (PUBLIC)HOSTA DR. (PRIVATE)LOVAGE DR. (PRIVATE)LOVAGE DR. (PRIVATE) 7 3 4 7 3 2 732 734 736 736738732734730732 730 734736738734 740 738 734738740742736732730730732734736734 734 732 728 730 730 734 72873073272 8 728 730 726 7287287267267287307247227267287307 2 6 7 2 8 7 3 0 73073273473672 6 734732 730 7 2 8 7 2 6728730 728 730732 728 730 732 724 726 72273273072 8 7 2 6 7 2 4 722720 720 3R2R3R2R2R1R4R 1R1R1R1R 726724726728724724 7 2 4 728730738734 732732STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT GRID MERIDIANVA NORTH ZONE NAD834 4 4 4 6 6 6 8 8 8 8 8 8 10 12 14 14 14 14 14 14 14 14 14 14 14 12 12 14 14 14 14 12 12 14 14 14 14 14 12 12 14 14 14 14 14 12 12 14 14 14 14 12 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 6 6 6 6 6 5 5 2 5 5 2 11 22 23 18 20 23 22 21 19 24 (SEE TABLE ON SHEET 72)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 68 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 67 MATCH LINE SHEET 69MATCH LINESHEET 64LANDSCAPE PLAN SS PROP. FREDERICK WATER ESM'T (TYP.) 67 GRID MERIDIANVA NORTH ZONE NAD83151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 69 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 68 LANDSCAPE PLANMATCH LINE SHEET 70 66d 66c 66b 38 39 66e 66a 728730732734734 7 46 7467407427447487 4 8 746746748746STREET LIGHT GRID MERIDIANVA NORTH ZONE NAD8316 17 25 26 29 27 30 17 31 27 16 17 33 15 32 18 32 28 33 15 PROPOSED 6' H. OPAQUE FENCE (TYP.) PROPOSED 6' H. OPAQUE FENCE (TYP.)1" = 30' 70 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 64 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVLANDSCAPE PLANMATCH LINE SHEET 71 MATCH LINE SHEET 69 97 98746746744 744746742742GRID MERIDIANVA NORTH ZONE NAD8317 17 17 17 16 16 27 31 30 26 26 30 29 25 15 28 32 33 15 18 18 32 28 PROPOSED 6' H. OPAQUE FENCE (TYP.) PROPOSED 6' H. OPAQUE FENCE (TYP.)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 71 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 70 LANDSCAPE PLAN TOWNHOUSE/MULTIPLEX SHRUB PLANTING DETAIL, TYP. END UNITS - TWO (2) THUJA OCCIDENTALIS 'LITTLE GIANT' (LITTLE GIANT DWARF ARBORVITAE) EACH CENTRAL UNITS - ONE (1) THUJA OCCIDENTALIS 'LITTLE GIANT' (LITTLE GIANT DWARF ARBORVITAE) EACH PLACEMENT OF SHRUBS MAY DIFFER FROM DETAIL DUE TO INDIVIDUAL TOWNHOUSE FOOTPRINT ORIENTATION, SEE LANDSCAPE PLANS TO VERIFY PLACEMENT. STREET ORNAMENTAL TREE (TYP.)ORNAMENTAL TREE (TYP.) SHRUB ARBORVITAE (KEY #11) SHRUB NEW JERSEY TEA (KEY #12) TOWNHOUSE/MULTIPLEX SHRUB PLANTING DETAIL, TYP. END UNITS - ONE (1)CEANOTHUS AMERICANUS (NEW JERSEY TEA) AND ONE (1) POTENTILLA FRUTICOSA 'SMPFMY' (CHEESEHEAD POTENTILLA) EACH CENTRAL UNITS - ONE (1) POTENTILLA FRUTICOSA 'SMPFMY' (CHEESEHEAD POTENTILLA) EACH *NOTE: SOME TOWNHOUSE /TOWNHOUSE STICK SHRUB PLACEMENT OF NEW JERSEY TEA SHRUBS ON END UNITS MAY DIFFER FROM DETAIL DUE TO INDIVIDUAL TOWNHOUSE FOOTPRINT ORIENTATION, SEE LANDSCAPE PLANS TO VERIFY PLACEMENT. STREET STREET ORNAMENTAL TREE (TYP.) ORNAMENTAL TREE (TYP.) ORNAMENTAL TREE (TYP.) ORNAMENTAL TREE (TYP.) TOWNHOUSE/MULTIPLEX SHRUB PLANTING DETAIL, TYP. END UNITS - ONE (1)CEANOTHUS AMERICANUS (NEW JERSEY TEA) AND ONE (1) PHYSOCARPUS OPULIFOLIUS (NINEBARK) EACH CENTRAL UNITS - ONE (1) PHYSOCARPUS OPULIFOLIUS (NINEBARK) EACH *NOTE: SOME TOWNHOUSE /TOWNHOUSE STICK SHRUB PLACEMENT OF NEW JERSEY TEA SHRUBS ON END UNITS MAY DIFFER FROM DETAIL DUE TO INDIVIDUAL TOWNHOUSE FOOTPRINT ORIENTATION, SEE LANDSCAPE PLANS TO VERIFY PLACEMENT. SHRUB NEW JERSEY TEA (KEY #12) SHRUB POTENTILLA (KEY #13) SHRUB POTENTILLA (KEY #13) SHRUB NEW JERSEY TEA (KEY #12) SHRUB NEW JERSEY TEA (KEY #12) SHRUB NINEBARK (KEY #14) SHRUB NINEBARK (KEY #14)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 72 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1LANDSCAPE PLAN3" EARTH SAUCER EXISTING SUB-BASE BACKFILL WITH SOIL MIX OF 3/4 EXISTING SOIL & 1/4 ORGANIC MATTER REMOVE BURLAP FROM TOP 1/2 OF ROOT BALL SET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE REMOVE PROBLEM, DISEASED OR WEAK BRANCHES ONLY. LEAVE PLANT'S NATURAL FORM INTACT 3" MULCH 6" MIN 12" MIN NOTES: 1. ALL PLANTINGS SHALL CONFORM WITH §165-203.01B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE) 2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. 3. DISTURBED AREAS OF SWM FEATURES NOT IDENTIFIED AS BEING PLANTED SHALL BE SEEDED. 4. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SEED COMPANY NO SLOPE IN EXCESS OF 25% WILL BE SEEDED. 5. *SWM FACILITY EMERGENT/SUBMERGENT VEGETATION SHOWN ON PLANT KEY MAY BE SEEDED RATHER THAN CONTAINER GROWN, WHEN AVAILABLE 6. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS. GENERAL CONDITIONS SCOPE OF WORK THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS. NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE. STANDARDS ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY. SUBSTITUTIONS: PRE-BID IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. SUBSTITUTIONS: POST-BID IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE. WARRANTY THE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED. STANDARDS A. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN GENERAL TO REPRESENTATIVE SPECIES. B. BALLED AND BURLAPPED (B&B) 1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK 2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS. 3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER. C. CONTAINER - GROWN STOCK 1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT. CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THE CONTAINER. 2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION. 3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK. D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION. E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS. F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL. INSPECTION A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY. B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST. PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS A. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER. B. FOR UNTREATED PLASTIC CONTAINER-GROWN PLANTS WITH CIRCLING ROOTS, SEPARATE ROOTS BY HAND AND UNTANGLE ROOTS THE LENGTH OF THE ROOTBALL. C. PLANT SHRUB OR TREE A MINIMUM OF 18 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING GRADE. D. APPLY A 2 TO 3" THICK LAYER OF APPROVED HARDWOOD MULCH. KEEP MULCH 6" AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS. E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE BAGS REMOVED DURING THE PLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY. LANDSCAPE NOTES: SIZE OF THE PLANTINGS UTILIZED IN PLAN VIEW IS TO DIFFERENTIATE BETWEEN TREE. TYPES/SPECIES, ACTUAL PLANT SIZES ARE AS SHOWN IN PLANT SCHEDULE PROPOSED BUFFER/SCREEN PLANTINGS KEY BOTANIC NAME COMMON NAME QUANTITY SIZE Thuja occidentalis 'Emerald'62 57 104 50' ROAD EFFICIENCY BUFFER Red Sunset Maple Acer rubrum 'Red Sunset' Emerald Green Arborvitae David Viburnum Viburnum davidii BUFFER/ SCREEN PLANT SCHEDULE ORNAMENTAL SHRUBS AND TREES 10 12 26 Yellowwood Cladrastis kentukea 1.25" cal PROPOSED ORNAMENTAL TREE PLANTINGS PROPOSED ORNAMENTAL SHRUB PLANTINGS 8 KEY BOTANIC NAME COMMON NAME QUANTITY SIZE 1 Malus sp. Flowering Crabapple Gymnocladus dioicus Kentucky Coffeetree2 3 4 1.25" cal 1.25" cal 1.25" cal Prunus laurocerasus Laurel10 218 11 12 35 72 Thuja occidentalis 'Little Giant'Little Giant Dwarf Arborvitae male only Silver LindenTilia tomentosa BUFFER LANDSCAPE CALCULATIONS 75' RESIDENTIAL SEPARATION "LANDSCAPE SCREEN" BUFFER, TOTAL 128 PROPOSED EVERGREEN TREES (NORTHEAST SIDE OF SITE) 5 1.25" cal 16 5 6 1.25" cal Red MapleAcer rubrum 16Black gumNyssa sylvatica 1.25" cal 6 7 8 1.25" cal London plane treePlatanus acerifolia 39 1.25" cal Winter King DogwoodCrataegus viridis 13 Potentilla fruticosa 'SMPFMY' CheeseHead Potentilla 14 99 121Physocarpus Opulifolius Ninebark Quercus phellos Willow Oak Ceanothus americanus New Jersey Tea EX. 50' STRIP OF MATURE WOODLANDS 50'40'INACTIVEBUFFER10'ACTIVEBUFFER50' ROAD EFFICIENCY DISTANCE BUFFER FULL SCREEN (EX. WOODLANDS) 10'50'40'INACTIVEBUFFER10'ACTIVEBUFFER50' ROAD EFFICIENCY DISTANCE BUFFER FULL SCREEN (PROPOSED LANDSCAPING & 6' FENCE) PROPOSED TREES 10'10'10'10'10'10'10' ROW OF EVERGREENS ROW OF SHRUBS ROW OF DECIDUOUS TREES 6' BOARD ON BOARD FENCE30'ACTIVEBUFFER45'INACTIVEBUFFERPARKING EX. MATURE WOODLANDS* WIDTH VARIES (20'-50')75'75' RESIDENTIAL SEPARATION BUFFER COMBINATION LANDSCAPE SCREEN (COMBINATION EX. WOODLANDS & PROPOSED LANDSCAPING) PROPOSED 2 ROWS OF EVERGREEN TREES, AT LEAST 6' TALL AT TIME OF PLANTING *IF THE MATURE WOODLANDS ARE DISTURBED OR REMOVED DURING CONSTRUCTION, THE FULL ELEMENTS OF THE LANDSCAPE SCREEN BUFFER WOULD OTHERWISE BE INSTALLED AS REQUIRED IN 165-203.02(B)(2). PROVIDE A 50' WIDE DISTANCE BUFFER WITH A 40' WIDE INACTIVE PORTION AND 10' WIDE ACTIVE PORTION. NORTHWEST SIDE OF SITE (1,495' BUFFER) EXISTING MATURE WOODLANDS, 0 TOTAL PROPOSED PLANTS REQUIRED 1.MINIMUM 3 PLANTS PER 10L.F. THE PLANTINGS SHALL BE 1/3 DECIDUOUS, 1/3 EVERGREENS, AND 1/3 SHRUBS. 2.EVERGREEN TREES SHALL BE MINIMUM 4' TALL AT TIME OF PLANTING. SHRUBS SHALL BE A MINIMUM OF 18" TALL AT TIME OF PLANTING. DECIDUOUS TREES SHALL BE A MINIMUM OF 1 & 1 4 INCH CALIPER AT TIME OF PLANTING. 3.6' OPAQUE FENCE PROVIDE A 50' WIDE DISTANCE BUFFER WITH A 40' WIDE INACTIVE PORTION AND 10' WIDE ACTIVE PORTION. WEST SIDE OF SITE (2,020' BUFFER) 2,020/10 = 202 202x3 PLANTS PER 10 LF = 606 TOTAL PLANTS REQUIRED TOTAL PLANTS PROPOSED = 612 NOTES: 1.ORNAMENTAL LANDSCAPING SHALL BE PROVIDED FOR RESIDENTIAL DEVELOPMENTS PER 165-203.01-A. TOWNHOUSE UNITS REQUIRE 6 ORNAMENTAL SHRUBS AND 2 TREES PER EVERY 5 UNITS ACCORDING TO ORNAMENTAL LANDSCAPE TABLE 165-203.01-A-2-A. ORNAMENTAL PLANTS AND PARKING LOT LANDSCAPE CALCULATIONS ORNAMENTAL TREES REQUIRED: (TOWNHOUSE UNITS) 2 ORNAMENTAL TREES FOR EVERY 5 UNITS 247 TOWNHOUSE UNITS (247 / 5 X 2) = 98.8 = 99 ORNAMENTAL TREES REQUIRED TOTAL ORNAMENTAL TREES REQUIRED: 99 TOTAL ORNAMENTAL TREES PROVIDED: 99 ORNAMENTAL SHRUBS REQUIRED: (TOWNHOUSE UNITS) 6 ORNAMENTAL SHRUBS FOR EVERY 5 UNITS 247 TOWNHOUSE UNITS (247 / 5 X 6) = 296.4 = 296 ORNAMENTAL SHRUBS REQUIRED TOTAL ORNAMENTAL SHRUBS REQUIRED: 296 TOTAL ORNAMENTAL SHRUBS PROVIDED: 327 HEADLIGHT SCREENING: TOTAL SHRUBS PROVIDED: 219 3 gal. 3 gal. 3 gal. 3 gal. ROUNDABOUT LANDSCAPE CALCULATIONS INTERIOR ROUNDABOUT SCREENING: TREES PROVIDED: 3 Pseduotsuga menziesii 20 15 20 75' RESIDENTIAL SEPARATION BUFFER White firAbies concolor Douglas fir SprucePicea (Spruce) 15 16 17 18 19 20 3 gal., 3' ht. 21 22 23 24 Chamaecyparis obtusa Thuja plicata Thuja occidentalis (Eastern) Cryptomeria japonica White pine Western arborvitae Eastern arborvitae Japanese cedar 15 20 23 15 3 gal, 18" ht. Buxus microphylla 'Wintergreen'Wintergreen Littleleaf Boxwood 35 Cephalanthus Occidentalis Buttonbush 34 35Abelia 'Edward Goucher'Edward Goucher Abelia Cornus Kousa Kousa Dogwood Crataegus viridis 'Winterking'Winterking Hawthorn 50 30 Amelianchier arborea Dawny Serviceberry 29 Magnolia x soulangiana Saucer Magnolia 40 Thuja 'Green Giant'Arborvitae Green Giant 70 Pseduotsuga menziesii 30Douglas fir Ilex x 'Conin'Robin Red Holly 40 18 25 26 27 28 29 30 31 32 33 3 gal, 18" ht. 3 gal, 18" ht. 3 gal, 18" ht. 4' ht. 4' ht. 4' ht. 4' ht. 1.25" cal 1.25" cal 1.25" cal 1.25" cal 1.25" cal 6' ht. 6' ht. 6' ht. 6' ht. 6' ht. 6' ht. 6' ht. PROP. STORM DRAINAGE ESM'T (TYP.) 1 67 41 20a 21 21a 20 41a 1a 40a 300 301A 301 302 40 PROP. 20' STORM PROP. STORM DRAINAGE ESM'T (TYP.) PROP. STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) PROP. 20' STORM DRAINAGE ESM'T (TYP.) 728 730 732 734 734732734 736 734736736 730 732 7 3 4 710 712 712.9 713 714 715 716 718 720 722 716 722 720 718 716 714 712 715 714 713.3 713.1 712.6 712.6 713.1 713.3 714 715 716 715 714 713 712.9 712 710 710 712 712.9 713 714 715 716 718 720 722 724 726 728 730730728726724722720718712714716718720722722 7127147 16 71 8 72672472272072072672 6 728 730732730713.3714720718716709715713.1712711.6710708708713.3714716709715713.1712711.67107 1 2 . 1 GRID MERIDIANVA NORTH ZONE NAD83WETLAND SHELF ZONE 3 WETLAND SHELF ZONE 2 WETLAND SHELF ZONE 1 WETLAND SHELF ZONE 1 WETLAND SHELF ZONE 2 PROP. SWM LEVEL 2 WET POND #1 AERATION FOUNTAIN (DESIGN BY OTHERS) FOREBAY #2 FOREBAY #1 1 RIVER BIRCH 1 RIVER BIRCH 1 BLACK GUM 3 SWAMP WHITE OAKS 2 SWEET GUM 3 SWAMP WHITE OAKS 3 WILLOW OAKS 1 SUGAR MAPLE 2 SWEET GUM 1 SUGAR MAPLE 3 SWEETBAY MAGNOLIAS 3 SWEETBAY MAGNOLIAS 100 YR WSE (CLOGGED) = 720.91 NORMAL POOL WSE = 713.10 10 YR WSE = 718.30 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 73 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1LANDSCAPE PLANPOND #1 - WET POND LEVEL 1 PLAN VIEW BMP PLUGS AND WET MEADOW SEED MIX ZONE 1 (6" TO 12" BELOW WATER LEVEL) WATER WEED (34%) POND WEED (33%) WILD CELERY (33%) ZONE 2 (0" TO 6" BELOW WATER LEVEL) ARROW ARUM (20%) PICKEREL WEED (20%) BROAD-LEAF ARROWHEAD (20%) COMMON THREE SQUARE (20%) WILD RICE (20%) ZONE 3 (0" TO 12" ABOVE WATER LEVEL) SWEET FLAG (15%) SWAMP MILKWEED (14%) TURTLEHEAD (14%) BLUE FLAG IRIS (15%) COMMON RUSH (14%) CARDINAL FLOWER (14%) SOFTSTEM BULRUSH (14%) * NOTE - OVERSEED ZONE 3 WITH WET MEADOW SEED MIX 30 0 30 60 SCALE: 1" = 30' 15MATCH LINESHEET 65WET POND LANDSCAPING 6 1 2 Swamp White OakQuercus bi-color WET POND TREE PLANTINGS 6 BOTANIC NAME COMMON NAME QUANTITY SIZE Betula nigra River Birch Black Gum 2.5" cal Sweetbay MagnoliaMagnolia virginiana 4 3Willow Oak 2Sugar MapleAcer saccharum Quercus phellos Sweet Gum Nyssa sylvatica Liquidambar 2.5" cal 2.5" cal 2.5" cal 2.5" cal 2.5" cal 2.5" cal SSSSSSSSSSS LOT 132 2,772 SF LOT 134 1,800 SF LOT 135 1,800 SF LOT 136 1,800 SF LOT 137 1,800 SF LOT 138 1,800 SF LOT 139 2,775 SF LOT 141 1,800 SF LOT 142 1,800 SF LOT 143 1,800 SF LOT 144 1,800 SF LOT 145 1,800 SF LOT 146 2,775 SF LOT 148 1,800 SF LOT 149 1,800 SF LOT 150 1,800 SF LOT 151 1,800 SF LOT 152 1,800 SF LOT 153 1,800 SF LOT 154 2,775 SF LOT 156 1,800 SF LOT 157 1,800 SF LOT 158 1,800 SF LOT 159 1,800 SF LOT 160 1,800 SF LOT 161 1,800 SF LOT 162 2,775 SF LOT 164 1,800 SF LOT 165 1,800 SF LOT 166 1,800 SF LOT 167 1,800 SF LOT 168 1,800 SF LOT 169 1,800 SF LOT 170 2,775 SF LOT 184 2,775 SF LOT 183 1,800 SF LOT 182 1,800 SF LOT 181 1,800 SF LOT 180 1,800 SF LOT 179 1,800 SF LOT 177 2,850 SF LOT 176 1,848 SF LOT 175 1,848 SF LOT 174 1,848 SF LOT 173 1,848 SF LOT 172 1,800 SF LOT 186 2,568 SF LOT 187 2,568 SF LOT 188 2,568 SF LOT 189 2,568 SF LOT 190 3,732 SF LOT 206 3,732 SF LOT 205 2,568 SF LOT 204 2,568 SF LOT 203 2,568 SF LOT 202 2,568 SF LOT 192 2,568 SF LOT 193 2,568 SF LOT 194 2,568 SF LOT 195 3,732 SF LOT 197 2,568 SF LOT 198 2,568 SF LOT 199 2,568 SF LOT 200 3,732 SF LOT 245 2,134 SF LOT 247 3,183 SF LOT 133 2,775 SF LOT 140 2,775 SF LOT 147 2,775 SF LOT 155 2,775 SF LOT 163 2,775 SF LOT 171 2,755 SF LOT 178 2,775 SF LOT 185 3,732 SF LOT 191 3,732 SF LOT 196 3,732 SF LOT 201 3,732 SF LOT 118 2,775 SF LOT 119 1,800 SF LOT 120 1,800 SF LOT 121 1,800 SF LOT 122 1,800 SF LOT 123 1,800 SF LOT 124 2,775 SF LOT 114 2,834 SF LOT 115 1,907 SF LOT 116 1,907 SF LOT 117 2,832 SF LOT 246 2,106 SF LOT 1311,800 SF LOT 1301,800 SF LOT 1291,800 SF LOT 1281,800 SF LOT 1271,800 SF LOT 1261,800 SF LOT 125 2,772 SF OPEN SPACE "A" (7.66 AC) OPEN SPACE "A" (7.66 AC) OPEN SPACE "B" (0.50 AC) OPEN SPACE "F" (0.64 AC) RHONDA DR . ( P U B L I C ) CALLALILY STREET (PRIVATE)CALLALILY STREET (PRIVATE)GRID MERIDIANVA NORTH ZONE NAD830.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.20.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.7 0.7 0.8 0.8 0.9 1.1 1.6 0.0 1.6 1.1 1.4 1.5 2.4 1.5 1.4 A @ 1 8 '0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.30.40.40.50.50.50.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.20.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.50.5 0.5 0.7 0.7 0.80.8 0.9 1.1 1.6 0.0 1.6 1.1 1.41.52.41.51.4 A @ 18 ' 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 3 0. 3 0. 4 0. 4 0. 4 0. 5 0. 5 0. 5 0. 5 0. 7 0. 7 0. 8 0. 8 0. 9 1. 1 1. 6 0. 0 1. 6 1. 1 1. 4 1. 5 2. 4 1. 5 1. 4 A @ 1 8'0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.20.20.30.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.20.20.20.30.50.71.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.30.40.40.40.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'A @ 1 8' 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 00. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 10. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 3 0. 3 0. 4 0. 4 0. 4 0. 5 0. 5 0. 5 0. 5 0. 7 0. 7 0. 8 0. 8 0. 9 1. 1 1. 6 0. 0 1. 6 1. 1 1. 4 1. 5 2. 4 1. 5 1. 4 A @ 1 8 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.7 0.7 0.8 0.8 0.9 1.1 1.6 0.0 1.6 1.1 1.4 1.5 2.4 1.5 1.4 A @ 1 8' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.7 0.7 0.8 0.8 0.9 1.1 1.6 0.0 1.6 1.1 1.4 1.5 2.4 1.5 1.4 A @ 1 8 ' 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.0 0.00.00.00.00.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.0 0.00.00.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.00.10.1 0.10.10.10.10.1 0.1 0.1 0.1 0.10.10.10.10.10.10.10.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.7 0.7 0.8 0.80.9 1.11.60.01.61.1 1.4 1.5 2.4 1.5 1.4 A @ 1 8' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.7 0.7 0.8 0.8 0.9 1.1 1.6 0.0 1.6 1.1 1.4 1.5 2.4 1.5 1.4A @ 18'0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 1 8 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.7 0.7 0.8 0.8 0.9 1.1 1.6 0.0 1.6 1.1 1.4 1.5 2.4 1.5 1.40.00.00.00.00.0STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT MISTFLOWER WAY (PUBLIC) CRABAPPLE ST. (PRIVATE)STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 1" = 30' 74 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 75 MATCH LINESHEET 78PHOTOMETRIC PLANTYPICAL LIGHT POLE NOT TO SCALE TYPICAL PHOTOMETRIC PATTERN NOT TO SCALE 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.20.2 0.2 0.2 0.2 0.30.3 0.4 0.4 0.4 0.5 0.50.5 0.5 0.7 0.7 0.80.8 0.9 1.1 1.6 0.0 1.6 1.1 1.41.52.41.51.4 A @ 18' NOTE: 1.ALL LIGHTING WILL CONFORM TO SECTION 165-201.07 AND BE FULL DOWNCAST, SHIELDED, AND FULL CUTOFF.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVREV. NO.DATE SSSSSSS CRABAPPLE ST. (PRIVATE) CALLALILY STREET (PRIVATE)0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'A @ 18'0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.40.00.00.00.00.00.00.00.00.00.00.00.0GRID MERIDIANVA NORTH ZONE NAD83STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT MISTFLOWER WAY (PUBLIC) CRABAPPLE ST. (PRIVATE)18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 75 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1MATCH LINE SHEET 74 MATCH LINE SHEET 76 MATCH LINE SHEET 77PHOTOMETRIC PLANTYPICAL LIGHT POLE NOT TO SCALE TYPICAL PHOTOMETRIC PATTERN NOT TO SCALE 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.20.2 0.2 0.2 0.2 0.30.3 0.4 0.4 0.4 0.5 0.50.5 0.5 0.7 0.7 0.80.8 0.9 1.1 1.6 0.0 1.6 1.1 1.41.52.41.51.4 A @ 18' NOTE: 1.ALL LIGHTING WILL CONFORM TO SECTION 165-201.07 AND BE FULL DOWNCAST, SHIELDED, AND FULL CUTOFF. 30 0 30 60 SCALE: 1" = 30' 15 REV. NO.DATE SSSSSSSCRABAP P L E S T . ( P R I V A T E ) CRABAPPLE ST. (PRIVATE)GRID MERIDIANVA NORTH ZONE NAD830.0 0.00.00.00.00.00.00.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.0 0.00.00.00.00.00.0 0.0 0.00.00.00.0 0.0 0.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.30.30.40.40.40.5 0.5 0.50.50.70.70.80.80.91.1 1.60.01.61.1 1.4 1.5 2.41.51.4A @ 18'0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.7 0.70.8 0.8 0.9 1.1 1.6 0.0 1.6 1.1 1.4 1.5 2.4 1.5 1.4 A @ 1 8 '0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'0 .0 0 .0 STREET LIGHT STREET LIGHT STREET LIGHT 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 76 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 77MATCH LINE SHEET 76 PHOTOMETRIC PLANTYPICAL PHOTOMETRIC PATTERN NOT TO SCALE 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.20.2 0.2 0.2 0.2 0.30.3 0.4 0.4 0.4 0.5 0.50.5 0.5 0.7 0.7 0.80.8 0.9 1.1 1.6 0.0 1.6 1.1 1.41.52.41.51.4 A @ 18' TYPICAL LIGHT POLE NOT TO SCALE NOTE: 1.ALL LIGHTING WILL CONFORM TO SECTION 165-201.07 AND BE FULL DOWNCAST, SHIELDED, AND FULL CUTOFF. REV. NO.DATE SSSSSSSSSSLOVAGE DR. (PRIVATE)CRABAP P L E S T . ( P R I V A T E ) CALLALILY STREET (PRIVATE)HOSTA DR. (PRIVATE)GRID MERIDIANVA NORTH ZONE NAD830.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'0.00.00.00.00.00.00.00.0 0.0 0.00.00.00.00.00.00.00.00.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.1 0.1 0.10.10.10.10.10.1 0.20.20.20.20.20.20.30.30.40.4 0.4 0.50.50.5 0.50.70.70.80.80.91.1 1.60.01.61.1 1.41.52.41.5 1.4 A @ 18'0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.7 0.7 0.8 0.8 0.9 1.1 1.6 0.0 1.6 1.1 1.4 1.5 2.4 1.5 1.4 A @ 1 8 'A @ 18'0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 1 8 '0. 0 0 .0 0 . 0 0 . 0 0 .0 0 . 0 0 .0 0 .0 0 . 0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .00. 0 0 .0 0 . 0 0 .0 0 .0 0 .0 0 . 0 0 .0 0 .0 0 .00. 0 0 .0 0 .0 0 . 0 0 . 0 0 .0 0 .0 0 . 0 0 . 0 0 .0 0 .0 0 .0 0 .0 0 .0 0 . 0 0 . 00. 0 0. 0 0. 00. 0 0 . 0 0 . 0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .0 0 .00. 0 0 .0 0 .00. 0 0 . 0 0 .0 0 . 0 0. 0 0 .0 0 .0 0 .00. 0 0 . 0 0 . 1 0 .1 0 .1 0 .1 0 .10. 1 0 .1 0 . 1 0. 1 0 . 10. 1 0 .1 0 .1 0 .1 0 .1 0 .10. 10. 1 0 .1 0 . 1 0 . 1 0. 1 0 .2 0 .2 0 . 2 0 .2 0 . 2 0 . 2 0 .3 0 .30. 4 0 . 4 0 .4 0 . 5 0 .50. 5 0 .50. 7 0 .70. 8 0. 8 0 .9 1 .1 1 .6 0 .0 1 . 6 1 .1 1 .4 1 .5 2 . 4 1 . 5 1 . 4 STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 77 SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1MATCH LINE SHEET 76 MATCH LINE SHEET 78MATCH LINE SHEET 75PHOTOMETRIC PLANTYPICAL PHOTOMETRIC PATTERN NOT TO SCALE 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.20.2 0.2 0.2 0.2 0.30.3 0.4 0.4 0.4 0.5 0.50.5 0.5 0.7 0.7 0.80.8 0.9 1.1 1.6 0.0 1.6 1.1 1.41.52.41.51.4 A @ 18' TYPICAL LIGHT POLE NOT TO SCALE 30 0 30 60 SCALE: 1" = 30' 15 NOTE: 1.ALL LIGHTING WILL CONFORM TO SECTION 165-201.07 AND BE FULL DOWNCAST, SHIELDED, AND FULL CUTOFF. REV. NO.DATE SSSSSSSRHONDA DR. (PUBLIC)HOSTA DR. (PRIVATE)LOVAGE DR. (PRIVATE)LOVAGE DR. (PRIVATE) 3R2R3R2R2R1R4R 1R1R1R1R GRID MERIDIANVA NORTH ZONE NAD830.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.7 0.8 0.9 1.6 0.0 1.6 1.1 1.4 1.5 2.4 A @ 1 8 '0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.20.20.30.51.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.20.20.20.30.30.40.40.40.50.50.50.50.70.70.80.80.91.11.60.01.61.11.41.52.41.51.4A @ 18'A @ 1 8' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.4 0.5 0.5 0.7 0.8 0.9 1.1 1.6 0.0 1.6 2.4 1.5 1.40.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.20.20.30.40.50.50.70.81.40.00.00.00.00.00.0A @ 1 8' 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0. 2 0. 2 0. 2 0. 2 0. 2 0. 3 0. 3 0. 4 0. 4 0. 4 0. 5 0. 5 0. 5 0. 5 0. 7 0. 7 0. 8 0. 8 0. 9 1. 1 1. 6 0. 0 1. 6 1. 1 1. 4 1. 5 2. 4 1. 5 1. 4 STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT STREET LIGHT 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER) 18' TYPICAL 18' LIGHT POLE DETAIL NOT TO SCALE CONCRETE LIGHT POLE BASE (DESIGN BY STRUCTURAL ENGINEER)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 30' 78 REV. NO.DATE SHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 130 0 30 60 SCALE: 1" = 30' 15 MATCH LINE SHEET 77 MATCH LINESHEET 74PHOTOMETRIC PLANTYPICAL PHOTOMETRIC PATTERN NOT TO SCALE 0.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.20.2 0.2 0.2 0.2 0.30.3 0.4 0.4 0.4 0.5 0.50.5 0.5 0.7 0.7 0.80.8 0.9 1.1 1.6 0.0 1.6 1.1 1.41.52.41.51.4 A @ 18' TYPICAL LIGHT POLE NOT TO SCALE NOTE: 1.ALL LIGHTING WILL CONFORM TO SECTION 165-201.07 AND BE FULL DOWNCAST, SHIELDED, AND FULL CUTOFF. EX. 744.84EX. 744.08EX. 742.52EX. 740.92EX. 739.70EX. 738.82EX. 737.96EX. 737.51EX. 737.06EX. 736.66EX. 736.29EX. 735.93EX. 735.56EX. 735.20EX. 735.03EX. 734.56EX. 734.00EX. 734.00EX. 733.86EX. 733.56EX. 733.43EX. 733.50EX. 733.92EX. 734.17EX. 734.69EX. 735.29EX. 735.23EX. 735.75EX. 735.48EX. 734.93EX. 734.41EX. 733.72EX. 732.73EX. 731.55EX. 730.22EX. 729.24EX. 727.36EX. 726.38EX. 725.77EX. 725.43EX. 724.80EX. 724.23EX. 723.65EX. 723.21EX. 722.75EX. 722.48EX. 722.36EX. 722.27EX. 722.16EX. 722.22EX. 721.98EX. 721.88EX. 721.78EX. 721.90EX. 721.16EX. 720.77EX. 720.519+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 710 715 720 725 730 735 740 745 710 715 720 725 730 735 740 745 -2.00% -1.80% -2.00% -2.00% -3.5 6 % -2.19% -2.00%PVC = 11+40.00ELEV. = 742.17PVI = 11+90.00ELEV. = 741.17PVT = 12+40.00ELEV. = 740.27VC = 100.00 SD = 1000' K-Val = 492.6 PVC = 15+09.72ELEV. = 735.42PVT = 16+09.72ELEV. = 735.53VC = 100.00 SD = 190' K-Val = 26.3 PVC = 17+48.72ELEV. = 734.27PVI = 17+98.72ELEV. = 733.27PVT = 18+48.72ELEV. = 731.49VC = 100.00 SD = 740' K-Val = 63.9 PVC = 19+10.00ELEV. = 729.30PVI = 19+60.00ELEV. = 727.52PVT = 20+10.00ELEV. = 726.42VC = 100.00 SD = 1000' K-Val = 72.7 PVC = 22+75.46ELEV. = 720.81PVI = 23+35.46ELEV. = 719.61PVT = 23+95.46ELEV. = 720.81VC = 120.00 SD = 196' K-Val = 30.0PROP. 744.97PROP. 744.47PROP. 743.97PROP. 743.47PROP. 742.97PROP. 742.47PROP. 741.97PROP. 741.48PROP. 741.01PROP. 740.54PROP. 740.09PROP. 739.64PROP. 739.19PROP. 738.74PROP. 738.29PROP. 737.85PROP. 737.40PROP. 736.95PROP. 736.50PROP. 736.05PROP. 735.60PROP. 735.19PROP. 735.01PROP. 735.06PROP. 735.35PROP. 735.83PROP. 736.33PROP. 735.89PROP. 735.26PROP. 734.74PROP. 734.24PROP. 733.69PROP. 733.04PROP. 732.29PROP. 731.44PROP. 730.55PROP. 729.66PROP. 728.78PROP. 727.99PROP. 727.27PROP. 726.65PROP. 726.10PROP. 725.55PROP. 725.00PROP. 724.45PROP. 723.91PROP. 723.36PROP. 722.82PROP. 722.32PROP. 721.82PROP. 721.32PROP. 720.82PROP. 720.42PROP. 720.23PROP. 720.25PROP. 720.47PROP. 720.9010+00 = INTX. EX. PAPERMILL RD16+79 = INTX. MISTFLOWER WAY (20+33)SPLITTER ISLAND = 15+69.72SPLITTER ISLAND = 15+93.72SPLITTER ISLAND = 15+99.72TRUCK APRON = 16+39.68SPLITTER ISLAND = 16+17.24CENTRAL ISLAND = 16+54.20CENTRAL ISLAND = 17+4.22TRUCK APRON = 17+18.72SPLITTER ISLAND = 17+41.19SPLITTER ISLAND = 17+58.72SPLITTER ISLAND = 17+64.72SPLITTER ISLAND = 17+88.72-2.52 %PVI = 15+59.72ELEV. = 734.53-2.00%24+10.46 = INTX. EX. RHONDA DR.ELEVATIONELEVATIONSAG = 15+57.04ELEV. = 735.00SAG = 23+35.46ELEV. = 720.21RHONDA DR. (PUBLIC) 49' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 PROP. SPLITTER ISLAND PROP. ROUNDABOUT PROP. SPLITTER ISLAND EX. GRADE PROP. GRADE PROP. GRADE EX. GRADE CD-1 CD-1 CD-1 CD-1 CD-1 CD-2 3R2R3R2R2R1R4R 1R1R1R1R LOT 248 LOT 249 LOT 250 LOT 252 LOT 253 LOT 254 LOT 255 LOT 257 LOT 258 LOT 259 LOT 260 LOT 261 LOT 284 LOT LOT 286 LOT 300 LOT 301 LOT 302 LOT 303 LOT 305 LOT 306 LOT 307 LOT 308 LOT 309 LOT 310 LOT 251 LOT 256 LOT 285 LOT 304 LOT 475 LOT 476 LOT 477 LOT 478 LOT 479 AMARYLLIS WAY (PRIVATE) POCKET PARK LOT 132 2,772 SF 1,800 SF LOT 170 2,775 SF LOT 230 2,140 SF LOT 231 2,140 SF LOT 232 2,140 SF LOT 233 2,140 SF LOT 234 2,140 SF LOT 236 3,296 SF LOT 237 2,140 SF LOT 238 2,140 SF LOT 239 2,140 SF LOT 240 2,140 SF LOT 242 3,296 SF LOT 243 2,140 SF LOT 244 2,140 SF LOT 245 2,134 SF LOT 247 3,183 SF LOT 229 3,296 SF LOT 235 3,296 SF LOT 241 3,296 SF LOT 246 2,106 SF LOT 1311,800 SF LOT 1301,800 SF LOT 1291,800 SF LOT 1281,800 SF LOT 1271,800 SF LOT 1261,800 SF LOT 125 2,772 SF OPEN SPACE "A" (7.66 AC) OPEN SPACE "F" (0.64 AC) OPEN SPACE "I" (0.01 AC) OPEN SPACE "J" (0.01 AC) 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 24+0023+00 L1 L2 C1 C2 RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)RHONDA DR. (P U B L I C )151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 79ROAD PROFILES - RHONDA DRSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1L#BEARING DIST L1 N 62°03'54" E 279.52' L2 N 73°12'22" E 687.15' C#RAD A LEN C LEN C BEARING D ANGLE C1 2,000.00'388.89'388.28'N 67°38'08" E 11°08'27.3" C2 325.00'54.90'54.83'N 68°22'00" E 9°40'43.0" RHONDA DRIVE NOT TO SCALE TYPICAL PAVEMENT SECTION #1 10" SUBBASE VDOT STD. 21B 1.5" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE 2" IM-19.0A INTERMEDIATE COURSE SEE SPECIFICATIONS FOR DETAILS) (COMPACTED TO 98% DENSITY 3" BM-25.0A BASE COURSE PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 4. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. THE PAVEMENT DESIGN SHOWN IS PRELIMINARY AND FINAL PAVEMENT DESIGN IS TO BE BASED UPON ACTUAL FIELD CBR VALUES OBTAINED IN THE PRESENCE OF A VDOT INSPECTOR. SCALE: 1" = 50' 50 25 0 50 100 SCALE: 1" = 5'50510RHONDA DR. (PUBLIC) 49' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET SCALE: 1" = 50' 50 25 0 50 100 TYPICAL SECTION LIMITS OF SUBBASE -2.0% 2:1 SL O P E MAX. 1' -2.0% CL R/W P L 1' BASE COURSE -2.0% STANDARD CG-6 MAX. 2:1 SLO P E R/W LP SIDEWALK 4" CONCRETE W/4" #57 COMPACTED STONE UD-4 (TYP.) -2.0% UD-4 (TYP.) GRASS STRIP BITUMINOUS CONCRETE NO PARKING 49' ROW 10.5'28'10.5' 5'4.5'2'24'2'4.5'5' RHONDA DRIVE 1'1' PUBLIC ROAD W/L2.5'SAN4.5'4.5' EX. 728.42EX. 727.18EX. 726.02EX. 726.57EX. 728.60EX. 730.41EX. 731.55EX. 732.14EX. 732.00EX. 732.98EX. 734.00EX. 734.65EX. 736.05EX. 736.99EX. 738.12EX. 739.14EX. 740.19EX. 741.35EX. 742.28EX. 742.92EX. 743.55EX. 744.00EX. 744.00EX. 743.67EX. 742.98EX. 742.28EX. 741.28EX. 740.14EX. 739.05EX. 738.41EX. 737.88EX. 737.51EX. 737.33EX. 737.68EX. 738.46EX. 739.09EX. 739.54EX. 739.58EX. 739.08EX. 738.40EX. 738.00EX. 736.39EX. 733.84EX. 731.09EX. 729.59EX. 728.95EX. 729.16EX. 729.65EX. 731.09EX. 733.27EX. 735.00EX. 736.57EX. 738.06EX. 739.19EX. 740.009+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 720 725 730 735 740 745 -2.02% -1.98% -2.22% -2.00% -2.00%-2.00% -2.00% -2.27%PVC = 14+62.50ELEV. = 740.76PVI = 15+25.00ELEV. = 742.00PVT = 15+87.50ELEV. = 740.61VC = 125.00 SD = 320' K-Val = 29.8 PVC = 18+53.69ELEV. = 734.72PVI = 19+08.69ELEV. = 733.50PVT = 19+63.69ELEV. = 734.60VC = 110.00 SD = 175' K-Val = 26.1 PVI = 21+54.00ELEV. = 734.17PVT = 22+14.00ELEV. = 735.53VC = 120.00 SD = 181' K-Val = 28.1PROP. 733.65PROP. 733.14PROP. 732.64PROP. 733.09PROP. 733.59PROP. 734.08PROP. 734.58PROP. 735.07PROP. 735.57PROP. 736.06PROP. 736.56PROP. 737.05PROP. 737.55PROP. 738.04PROP. 738.54PROP. 739.03PROP. 739.53PROP. 740.02PROP. 740.52PROP. 740.98PROP. 741.27PROP. 741.34PROP. 741.21PROP. 740.87PROP. 740.34PROP. 739.78PROP. 739.23PROP. 738.68PROP. 738.12PROP. 737.57PROP. 737.01PROP. 736.46PROP. 735.91PROP. 735.35PROP. 734.80PROP. 734.33PROP. 734.10PROP. 734.11PROP. 734.36PROP. 734.82PROP. 735.32PROP. 735.63PROP. 735.45PROP. 735.75PROP. 735.25PROP. 734.92PROP. 734.81PROP. 734.92PROP. 735.25PROP. 735.78PROP. 736.35PROP. 736.91PROP. 737.48PROP. 738.0520+33 = INTX. RHONDA DR. (16+79)-2.00%-8.98% -0.34%PVC = 20+94.00ELEV. = 735.37ELEVATIONCREST = 15+21.47ELEV. = 741.35SAG = 21+50.21ELEV. = 734.8110+00 =INTX. CRABAPPLE ST. (21+80.78)14+44.5 = INTX. CALLALILY ST. (15+54.98)SPLITTER ISLAND= 19+23.48SPLITTER ISLAND = 19+47.48SPLITTER ISLAND = 19+53.48SPLITTER ISLAND = 19+71.00TRUCK APRON = 19+93.48CENTRAL ISLAND = 20+7.98CENTRAL ISLAND = 20+58.01TRUCK APRON = 20+72.51SPLITTER ISLAND = 20+94.95SPLITTER ISLAND = 21+12.48SPLITTER ISLAND = 21+18.48SPLITTER ISLAND = 21+42.48MISTFLOWER WAY (PUBLIC) 47' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET SAG = 19+11.51ELEV. = 734.0721+53.68 =END PHASE 1 CONSTRUCTION720 725 730 735 740 745 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 PROP. GRADE EX. GRADE EX. GRADE CD-1 CD-1 CD-1 CD-2 CD-2 PROP. SPLITTER ISLANDPROP. SPLITTER ISLAND PROP. ROUNDABOUT PROP. GRADE LOT 284 LOT 283 LOT282 LOT281 LOT280 LOT 279 LOT LOT 287 LOT 288 LOT 286 LOT 290 LOT 291 LOT 296 LOT 295 LOT 297 LOT 298 LOT 300 LOT 301 LOT302 LOT303 LOT 285 LOT 289 LOT 299POCKETPARK LOT 1481,800 SF LOT 1491,800 SF LOT 1501,800 SF LOT 1511,800 SF1521,800 SF LOT 1842,775 SF LOT 1831,800 SF LOT 1821,800 SF LOT 1811,800 SF LOT 1801,800 SF LOT 1791,800 SF LOT 1772,850 SF LOT 1761,848 SF LOT 1751,848 SF LOT 1741,848 SF LOT 1731,848 SF LOT 1721,800 SF LOT 1862,568 SF LOT 1872,568 SF LOT 1882,568 SF LOT 1892,568 SF LOT 1903,732 SF LOT 1922,568 SF LOT 1932,568 SF LOT 1942,568 SF LOT 1953,732 SF LOT3,732 SF LOT2,568 SF LOT 2,568 SF LOT 2,568 SF LOT 2,568 SF LOT 3,732 SF LOT 3,732 SF LOT2,568 SF LOT 2,568 SF LOT2,568 SF LOT 3,732 SF LOT 822,775 SF LOT 831,800 SF LOT 841,800 SF LOT 851,800 SF LOT 861,800 SF LOT 871,800 SF LOT 882,775 SF LOT 892,775 SF LOT 901,800 SF LOT 911,800 SF LOT 921,800 SF LOT 931,800 SF LOT 941,800 SF LOT 952,775 SF LOT 1472,775 SF LOT 1712,755 SF LOT 1782,775 SF LOT 183,732 SF LOT 193,732 SFOPEN SPACE "A"(7.66 AC)OPEN SPACE "C"(0.97 AC)OPEN SPACE "F"(0.64 AC)OPENSPACE "F"(0.64 AC)10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 L1 L3 L4 L5 CALLALILY DR. (PRIVATE)CRABAPPLE ST. (PRIVATE)MISTFLOWER WAY (PUBLIC)MISTFLOWER WAY (PUBLIC)MISTFLOWER WAY (PUBLIC) MISTFLOWER WAY (PUBLIC)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 80ROAD PROFILES - MISTFLOWER WAYSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1L#BEARING DIST L1 S 16°47'38" E 51.00' L2 S 16°47'38" E 393.50' L3 S 16°47'38" E 588.48' L4 S 16°47'38" E 40.00' L5 S 16°47'38" E 221.91' L6 S 25°26'37" E 19.16' L7 S 25°26'37" E 87.12' L8 S 16°36'31" E 437.54' L9 S 16°36'31" E 175.08' L10 S 16°36'31" E 285.90' L11 S 16°36'31" E 133.97' L12 N 83°32'40" E 5.69' C#RAD A LEN C LEN C BEARING D ANGLE C1 800.00'120.77'120.66'S 21°07'08" E 8°38'59.1" C2 400.00'61.68'61.62'S 21°01'34" E 8°50'06.0" C3 200.00'48.76'48.64'S 23°35'37" E 13°58'12.4" C4 200.00'64.48'64.20'S 39°48'52" E 18°28'16.2" C5 200.00'165.48'160.80'S 72°45'10" E 47°24'20.1" SCALE: 1" = 50' 50 25 0 50 100 SCALE: 1" = 5'50510MISTFLOWER WAY (PUBLIC) 47' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET SCALE: 1" = 50' 50 25 0 50 100 MISTFLOWER WAY NOT TO SCALE TYPICAL PAVEMENT SECTION #2 6" SUBBASE VDOT STD. 21B 1.5" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE 3" IM-19.0A INTERMEDIATE COURSE SEE SPECIFICATIONS FOR DETAILS) (COMPACTED TO 98% DENSITY 2.5" BM-25.0A BASE COURSE PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 4. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. THE PAVEMENT DESIGN SHOWN IS PRELIMINARY AND FINAL PAVEMENT DESIGN IS TO BE BASED UPON ACTUAL FIELD CBR VALUES OBTAINED IN THE PRESENCE OF A VDOT INSPECTOR. TYPICAL SECTION LIMITS OF SUBBASE -2.0% 2:1 SL O P E MAX. 1' -2.0% CL R/W P L 1' BASE COURSE -2.0% STANDARD CG-6 MAX. 2:1 SLO P E R/W LP SIDEWALK 4" CONCRETE W/4" #57 COMPACTED STONE UD-4 (TYP.) -2.0% UD-4 (TYP.) GRASS STRIP BITUMINOUS CONCRETE NO PARKING 47' ROW 10.5'26'10.5' 5'4.5'2'22'2'4.5'5' MISTFLOWER WAY 1'1' PUBLIC ROAD 2.5' 17.9'15.5'SANW/L8' CL 5.6' 3R2R3R2R2R1R4R1R1R1R1R LOT 53,732 SF LOT 62,568 SF2,568 SF2,568 SF LOT 92,568 SF LOT 103,732 SF3,732 SF2,568 SF2,568 SF2,568 SF2,568 SF3,732 SF3,732 SF2,568 SF2,568 SF2,569 SF2,603 SF3,959 SF LOT 353,732 SF LOT 362,568 SF LOT 372,568 SF LOT 382,568 SF LOT 392,568 SF LOT 403,732 SF LOT 413,732 SF LOT 422,568 SF LOT 432,568 SF LOT 442,568 SF LOT 452,568 SF LOT 463,732 SF LOT 1862,568 SF LOT 1872,568 SF LOT 1882,568 SF LOT 1892,568 SF LOT 1903,732 SF LOT 2063,732 SF LOT 2052,568 SF LOT 2042,568 SF LOT 2032,568 SF LOT 2022,568 SF LOT 1922,568 SF LOT 1932,568 SF LOT 1942,568 SF LOT 1953,732 SF LOT 1972,568 SF LOT 1982,568 SF LOT 1992,568 SF LOT 2003,732 SF LOT 2082,568 SF LOT 2092,568 SF LOT 2102,568 SF LOT 2112,568 SF LOT 2123,732 SF LOT 2283,732 SF LOT 2272,568 SF LOT 2262,568 SF LOT 2252,568 SF LOT 2242,568 SF LOT 2142,568 SF LOT 2152,568 SF LOT 2162,568 SF LOT 2173,732 SF LOT 2192,568 SF LOT 2202,568 SF LOT 2212,568 SF LOT 2223,732 SF LOT 2302,140 SF LOT 2312,140 SF LOT 2322,140 SF LOT 2332,140 SF LOT 2342,140 SF LOT 2363,296 SF LOT 2372,140 SF LOT 2382,140 SF LOT 2392,140 SF LOT 2402,140 SF LOT 2423,296 SF LOT 2432,140 SF LOT 2442,140 SF LOT 2452,134 SF LOT 482,568 SF LOT 473,732 SF LOT 492,568 SF LOT 502,568 SF LOT 512,568 SF LOT 523,732 SF LOT 533,732 SF LOT 542,568 SF LOT 552,568 SF LOT 562,568 SF LOT 572,568 SF LOT 583,732 SF LOT 593,732 SF LOT 602,568 SF LOT 612,568 SF LOT 622,568 SF LOT 632,568 SF LOT 643,732 SF LOT 653,732 SF LOT 662,568 SF LOT 672,568 SF LOT 682,568 SF LOT 692,568 SF LOT 703,732 SF LOT 713,732 SF LOT 722,568 SF LOT 732,568 SF LOT 742,568 SF LOT 752,568 SF LOT 763,732 SF LOT 773,732 SF LOT 782,568 SF LOT 792,568 SF LOT 802,568 SF LOT 813,732 SF LOT 2473,183 SF LOT 1853,732 SF LOT 1913,732 SF LOT 1963,732 SF LOT 2013,732 SF LOT 2073,732 SF LOT 2133,732 SF LOT 2183,732 SF LOT 2233,732 SF LOT 2293,296 SF LOT 2353,296 SF LOT 2413,296 SF LOT 2462,106 SFOPEN SPACE "D" (0.37 AC)OPEN SPACE "E" (0.31 AC)OPEN SPACE "H"(0.91 AC)OPEN SPACE "G"(0.39 AC)OPEN SPACE "F"(0.64 AC)OPENSPACE "F"(0.64 AC)OPEN SPACE "I"(0.01 AC)OPEN SPACE "J"(0.01 AC)L1 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 11+00LOVAGE DR. (PRIVATE)LOVAGE DR. (PRIVATE)LOVAGE DR. (PRIVATE)HOSTA DR. (PRIVATE)CALLALILY DR. (PRIVATE)CRABAPPLE ST. (PRIVATE)CRABAPPLE ST. (PRIVATE)RHONDA DR. (PUBLIC)HOSTA DR. (PRIVATE)10+0012+0013+0014+0015+0015+36.50L1 L2 C1 L3LOVAGE DR. 2 LOVAGE DR. 1 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 715 720 725 730 735 740 715 720 725 730 735 740EX. 735.17PROP. 731.20EX. 736.48PROP. 731.66EX. 737.56PROP. 732.09EX. 739.18PROP. 732.52EX. 739.85PROP. 732.95EX. 740.17PROP. 733.39EX. 740.46PROP. 733.82EX. 740.61PROP. 734.25EX. 740.87PROP. 734.68EX. 740.82PROP. 735.12EX. 740.62PROP. 735.55EX. 740.07PROP. 735.91EX. 739.77PROP. 736.01EX. 739.46PROP. 735.84EX. 739.34PROP. 735.39EX. 739.27PROP. 734.74EX. 739.23PROP. 734.08EX. 738.83PROP. 733.42EX. 738.37PROP. 732.76EX. 737.09PROP. 732.10EX. 735.77PROP. 731.44EX. 734.45PROP. 730.78EX. 733.06PROP. 730.12EX. 732.95PROP. 729.46EX. 733.50PROP. 728.80EX. 733.79PROP. 728.14EX. 733.66PROP. 727.52EX. 733.21PROP. 726.93EX. 732.83PROP. 726.39EX. 732.40PROP. 725.89EX. 731.96PROP. 725.40EX. 731.78PROP. 724.90EX. 731.51PROP. 724.41EX. 731.05PROP. 723.92EX. 730.53PROP. 723.42-1.73% -2.64 % -1.97% -2.00%PVC = 12+57.00ELEV. = 735.67PVI = 13+07.00ELEV.736.54PVT = 13+57.00ELEV.735.22VC = 100.00 SD = 297' K-Val = 22.9 PVC = 16+17.00ELEV.728.35PVI = 16+67.00ELEV.727.03PVT = 17+17.00ELEV.726.05VC = 100.00 SD = 1000' K-Val = 150.3ELEVATION ELEVATIONLOVAGE DR. 1 (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET CREST = 12+96.59 ELEV. = 736.01 CREST = 12+96.59ELEV. = 736.0114+32.84 = INTX. CALLALILY ST. (18+59.29)PROP. GRADE EX. GRADE 10+00 = INTX. CRABAPPLE ST. (27+43.93)-2.00%18+66.31 = INTX.LOVAGE DR. 2(10+30.00)9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 715 720 725 730 735 715 720 725 730 735EX. 729.81PROP. 722.98EX. 729.83PROP. 723.44EX. 730.00PROP. 723.91EX. 729.56PROP. 724.38EX. 728.70PROP. 724.84EX. 727.55PROP. 725.31EX. 727.02PROP. 725.78EX. 727.50PROP. 726.25EX. 727.37PROP. 726.71EX. 727.70PROP. 727.18EX. 728.89PROP. 727.65EX. 730.06PROP. 728.11EX. 731.28PROP. 728.58EX. 732.36PROP. 729.05EX. 732.37PROP. 729.52EX. 732.12PROP. 729.98EX. 731.87PROP. 730.45EX. 731.29PROP. 730.92EX. 730.94PROP. 731.38EX. 732.64PROP. 731.85EX. 733.93PROP. 732.32EX. 735.44PROP. 732.79-1.87%15+36.50 = END LOVAGE DR. 221+19.73 = INTX. HOSTA DR. (18+78)10+30 = INTX.LOVAGE DR. 1(18+66.31)-1.87%ELEVATION10+00 = BEGINLOVAGE DR. 2LOVAGE DR. 2 (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET EX. GRADE PROP. GRADE CD-1COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 ELEVATION151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 81ROAD PROFILES - LOVAGE DRSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1LOVAGE DR. (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET SCALE: 1" = 50' 50 25 0 50 100 SCALE: 1" = 5'50510SCALE: 1" = 50' 50 25 0 50 100 LOVAGE DRIVE NOT TO SCALE TYPICAL PAVEMENT SECTION #3 6" SUBBASE VDOT STD. 21B 1.5" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE 3" IM-19.0 INTERMEDIATE COURSE SEE SPECIFICATIONS FOR DETAILS) (COMPACTED TO 98% DENSITY PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 4. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. TYPICAL SECTION LIMITS OF SUBBASE -2.0% 2:1 SL O P E MAX. 1' -2.0% CL R/W P L 1' BASE COURSE -2.0% STANDARD CG-6 MAX. 2:1 SLO P E R/W LP SIDEWALK 4" CONCRETE W/4" #57 COMPACTED STONE UD-4 (TYP.) -2.0% UD-4 (TYP.) GRASS STRIP BITUMINOUS CONCRETE NO PARKING 47' ROW 10.5'26'10.5' 5'4.5'2'22'2'4.5'5' LOVAGE DRIVE 1'1' PRIVATE ROAD W/L2.5'SAN1' PARKING ONE SIDE TYPICAL SECTION 54' ROW 32' 22' BITUMINOUS CONCRETE LIMITS OF SUBBASE -2.0% CL BASE COURSE -2.0% 2:1 SLO P E MAX. SIDEWALK 4" CONCRETE W/4" #57 COMPACTED STONE 2'2'4.5'5' 10.5'10.5' 4.5'5' -2.0% 1' 9' PARALLEL PARKING 1' PRIVATE ROAD R/W R/W P L P L 1'1'UD-4 (TYP.) LOVAGE DR.SANGRASS STRIP CG-6R MAX. 2:1 SLO P E -2.0% UD-4 (TYP.) 2.5'W/LCG-6 NOTE:UTILITY LOCATIONS ARE PRELIMINARY AND MAY ADJUST WITH SUBDIVISION PLAN 7.5'5.5' CL L#BEARING DIST L1 S 04°30'56" E 13.62' L2 S 16°47'38" E 809.83' L3 S 73°12'22" W 536.50' C#RAD A LEN C LEN C BEARING D ANGLE C1 200.00'42.86'42.78'S 10°39'17" E 12°16'42.2" EX. 731.53EX. 732.11EX. 732.64EX. 733.38EX. 734.31EX. 735.29EX. 736.11EX. 736.80EX. 737.54EX. 738.39EX. 739.35EX. 740.17EX. 740.67EX. 741.18EX. 741.69EX. 742.00EX. 742.00EX. 742.00EX. 742.00EX. 742.00EX. 741.98EX. 741.50EX. 741.03EX. 740.63EX. 740.24EX. 740.00EX. 740.00EX. 739.93EX. 738.59EX. 737.12EX. 735.41EX. 734.28EX. 734.00EX. 733.53EX. 734.96EX. 736.059+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 720 725 730 735 740 745 720 725 730 735 740 745 -2.56% -1.78%PVC = 10+35.46ELEV. = 728.91PVI = 10+81.00ELEV. = 729.80PVT = 11+26.54ELEV. = 730.97VC = 91.08 SD = 1000' K-Val = 150.8 PVC = 15+00.00ELEV. = 740.52PVI = 15+50.00ELEV. = 741.80PVT = 16+00.00ELEV. = 740.91VC = 100.00 SD = 299' K-Val = 23.1PROP. 728.66PROP. 728.71PROP. 729.21PROP. 729.74PROP. 730.31PROP. 730.93PROP. 731.57PROP. 732.21PROP. 732.85PROP. 733.49PROP. 734.13PROP. 734.77PROP. 735.41PROP. 736.04PROP. 736.68PROP. 737.32PROP. 737.96PROP. 738.60PROP. 739.24PROP. 739.88PROP. 740.52PROP. 741.03PROP. 741.26PROP. 741.22PROP. 740.91PROP. 740.47PROP. 740.02PROP. 739.58PROP. 739.14PROP. 738.69PROP. 738.25PROP. 737.80PROP. 737.36PROP. 736.91PROP. 736.47PROP. 736.01-2.00%-1.95% -2.00%ELEVATIONELEVATIONHOSTA DR. (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET CREST = 15+59.01ELEV. = 741.2810+00 = INTX.CRABAPPLE ST.(24+61.78)14+44.5 = INTX. CALLALILY ST. (12+74)18+78 = INTX. LOVAGE DR. (21+19.73)COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 CD-1 CD-1 CD-1 CD-1 LOT 2063,732 SF LOT 2052,568 SF LOT 2042,568 SF LOT 2032,568 SF LOT 2022,568 SF LOT 1972,568 SF LOT 1982,568 SF LOT 1992,568 SF LOT 2003,732 SF LOT 2082,568 SF LOT 2092,568 SF LOT 2102,568 SF LOT 2112,568 SF LOT 2123,732 SF LOT 2142,568 SF LOT 2152,568 SF LOT 2162,568 SF LOT 2173,732 SF LOT 2,568 SF LOT 3,732 SF LOT 2,568 SF LOT2,568 SF LOT2,568 SF LOT3,732 SF LOT3,732 SF LOT2,568 SF LOT 2,568 SF LOT 2,568 SF LOT2,568 SF LOT 3,732 SF LOT 593,732 SF LOT 602,568 SF LOT 612,568 SF LOT 622,568 SF LOT 632,568 SF LOT 643,732 SF LOT 653,732 SF LOT 662,568 SF LOT 672,568 SF LOT 682,568 SF LOT 692,568 SF LOT 703,732 SF LOT 1963,732 SF LOT 2013,732 SF LOT 2073,732 SF LOT 2133,732 SFOPEN SPACE "G"(0.39 AC)L1 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+78 LOVAGE DR. (PRIVATE)HOSTA DR. (PRIVATE)HOSTA DR. (PRIVATE)L3151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 82ROAD PROFILES - HOSTA DRSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1L#BEARING DIST L1 N 16°47'38" W 877.98' HOSTA DR. (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET TYPICAL SECTION LIMITS OF SUBBASE -2.0% 2:1 SL O P E MAX. 1' -2.0% CL R/W P L 1' BASE COURSE -2.0% STANDARD CG-6 MAX. 2:1 SLO P E R/W LP SIDEWALK 4" CONCRETE W/4" #57 COMPACTED STONE UD-4 (TYP.) -2.0% UD-4 (TYP.) GRASS STRIP BITUMINOUS CONCRETE NO PARKING 47' ROW 10.5'26'10.5' 5'4.5'2'22'2'4.5'5' HOSTA DRIVE 1'1' PRIVATE ROAD 2.5'W/LSAN1' HOSTA DRIVE NOT TO SCALE TYPICAL PAVEMENT SECTION #3 6" SUBBASE VDOT STD. 21B 1.5" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 3" IM-19.0 INTERMEDIATE COURSE SEE SPECIFICATIONS FOR DETAILS) (COMPACTED TO 98% DENSITY SCALE: 1" = 50' 50 25 0 50 100 SCALE: 1" = 5'50510SCALE: 1" = 50' 50 25 0 50 100 EX. 738.83EX. 739.25EX. 739.50EX. 739.59EX. 739.88EX. 740.15EX. 740.80EX. 741.52EX. 742.00EX. 742.00EX. 742.00EX. 742.00EX. 742.00EX. 741.37EX. 740.32EX. 740.00EX. 739.91EX. 739.80EX. 739.95EX. 740.54EX. 741.13EX. 741.83EX. 742.13EX. 742.12EX. 742.21EX. 742.36EX. 742.46EX. 742.00EX. 742.00EX. 741.23EX. 739.82EX. 737.77EX. 736.00EX. 735.04EX. 734.849+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 725 730 735 740 725 730 735 740 -3.30% -2.11% -1.23% -2.00% -2.00%PVC = 10+35.50ELEV. = 735.46PVI = 10+98.00ELEV. = 734.55PVT = 11+60.50ELEV. = 736.61VC = 125.00 SD = 166' K-Val = 26.4 PVC = 12+00.00ELEV. = 737.91PVI = 12+25.00ELEV. = 738.74PVT = 12+50.00ELEV. = 739.27VC = 50.00 SD = 948' K-Val = 42.8 PVC = 13+87.50ELEV. = 738.66PVI = 14+45.00ELEV. = 737.45PVT = 15+02.50ELEV. = 738.16VC = 115.00 SD = 247' K-Val = 34.4 PVC = 16+97.00ELEV. = 736.59PVI = 17+22.00ELEV. = 736.09PVT = 17+47.00ELEV. = 735.55VC = 50.00 SD = 7221' K-Val = 333.4 PVC = 17+67.00ELEV. = 735.12PVI = 17+92.00ELEV. = 734.58PVT = 18+17.00ELEV. = 734.07VC = 50.00 SD = 1000' K-Val = 5000 -2.00%-2.00% -2.15%-2.00%-1.45% -2.04% -2.00% -2.13%PROP. 735.59PROP. 735.61PROP. 735.29PROP. 735.18PROP. 735.31PROP. 735.68PROP. 736.28PROP. 737.09PROP. 737.91PROP. 738.66PROP. 739.27PROP. 739.80PROP. 740.32PROP. 739.98PROP. 739.45PROP. 738.93PROP. 738.42PROP. 738.08PROP. 737.91PROP. 737.93PROP. 738.13PROP. 738.43PROP. 738.74PROP. 739.03PROP. 738.53PROP. 738.03PROP. 737.53PROP. 737.03PROP. 736.53PROP. 736.01PROP. 735.48PROP. 734.95PROP. 734.42PROP. 733.91PROP. 733.4010+00 = INTX.CRABAPPLE ST. (15+17.83)18+59.29 = INTX.LOVAGE DR.(14+32.84)12+74 = INTX.HOSTA DR. (14+44.5)15+54.98 = INTX.MISTFLOWER WAY (14+44.5)ELEVATIONELEVATIONCALLALILY ST. (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEETSAG = 10+73.66ELEV. = 735.18SAG = 14+60.16ELEV. = 737.90EX. GRADE PROP. GRADE EX. GRADEPROP. GRADE LOT 44 2,568 SF LOT 45 2,568 SF LOT 46 3,732 SF LOT 148 1,800 SF LOT 149 1,800 SF LOT 150 1,800 SF LOT 151 1,800 SF LOT 152 1,800 SF LOT 153 1,800 SF LOT 154 2,775 SF LOT 186 2,568 SF LOT 206 3,732 SF LOT 205 2,568 SF LOT 208 2,568 SF LOT 228 3,732 SF LOT 227 2,568 SF LOT 48 2,568 SF LOT 47 3,732 SF LOT 49 2,568 SF LOT 68 2,568 SF LOT 69 2,568 SF LOT 70 3,732 SF LOT 71 3,732 SF LOT 72 2,568 SF LOT 93 1,800 SF LOT 94 1,800 SF LOT 95 2,775 SF LOT 98 1,800 SF LOT 97 1,800 SF LOT 96 2,775 SF LOT 147 2,775 SF LOT 185 3,732 SF LOT 207 3,732 SF OPEN SPACE "E" (0.31 AC)OPEN SPACE "G" (0.39 AC) OPEN SPACE "F" (0.64 AC) CALLALILY DR. (PRIVATE)CALLALILY DR. (PRIVATE)MISTFLOWER WAY (PUBLIC)10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+59.29 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 83ROAD PROFILES - CALLALILY STSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1L#BEARING DIST L1 N 73°12'22" E 859.29' SCALE: 1" = 50' 50 25 0 50 100 SCALE: 1" = 5'50510CALLALILY ST. (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET SCALE: 1" = 50' 50 25 0 50 100 CALLALILY STREET NOT TO SCALE TYPICAL PAVEMENT SECTION #3 6" SUBBASE VDOT STD. 21B 1.5" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 3" IM-19.0 INTERMEDIATE COURSE SEE SPECIFICATIONS FOR DETAILS) (COMPACTED TO 98% DENSITY TYPICAL SECTION LIMITS OF SUBBASE -2.0% 2:1 SL O P E MAX. 1' -2.0% CL R/W P L 1' BASE COURSE -2.0% STANDARD CG-6 MAX. 2:1 SL O P E R/W LP SIDEWALK 4" CONCRETE W/4" #57 COMPACTED STONE UD-4 (TYP.) -2.0% UD-4 (TYP.) GRASS STRIP BITUMINOUS CONCRETE NO PARKING 47' ROW 10.5'26'10.5' 5'4.5'2'22'2'4.5'5' CALLALIY STREET 1'1' PRIVATE ROAD 2.5'W/LSAN1' EX. 734.83EX. 735.60EX. 736.15EX. 736.87EX. 737.63EX. 738.58EX. 739.75EX. 740.42EX. 741.15EX. 742.00EX. 742.07EX. 742.18EX. 742.58EX. 743.31EX. 743.72EX. 743.37EX. 743.44EX. 743.75EX. 744.55EX. 745.78EX. 746.00EX. 746.00EX. 746.00EX. 746.00EX. 746.00EX. 745.54EX. 744.96EX. 744.52EX. 744.02EX. 743.33EX. 742.62EX. 742.13EX. 741.56EX. 740.51EX. 739.859+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 725 730 735 740 745 725 730 735 740 745 -2.00% -2.64% -3.01 % -1.12%PVC = 10+22.50ELEV. = 739.24PVI = 10+85.00ELEV. = 737.99PVT = 11+47.50ELEV. = 739.63VC = 125.00 SD = 170' K-Val = 27.0 PVC = 13+20.00ELEV. = 744.18PVI = 13+70.00ELEV. = 745.50PVT = 14+20.00ELEV. = 744.00VC = 100.00 SD = 241' K-Val = 17.7 PVC = 16+87.50ELEV. = 735.96PVI = 17+50.00ELEV. = 734.08PVT = 18+12.50ELEV. = 734.78VC = 125.00 SD = 193' K-Val = 30.3PROP. 739.69PROP. 739.19PROP. 738.83PROP. 738.70PROP. 738.80PROP. 739.14PROP. 739.70PROP. 740.36PROP. 741.02PROP. 741.68PROP. 742.34PROP. 743.00PROP. 743.65PROP. 744.31PROP. 744.72PROP. 744.78PROP. 744.49PROP. 743.85PROP. 743.10PROP. 742.34PROP. 741.59PROP. 740.84PROP. 740.09PROP. 739.34PROP. 738.59PROP. 737.84PROP. 737.09PROP. 736.33PROP. 735.61PROP. 735.06PROP. 734.72PROP. 734.59PROP. 734.66PROP. 734.92PROP. 735.20-2.00% -2.00%ELEVATIONELEVATION10+00 = INTX.CRABAPPLE ST. (10+00)18+73.96 = INTX.CRABAPPLE ST. (15+17.83)CALLALILY ST. (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEETSAG = 10+76.42ELEV. = 738.70CREST = 13+66.73ELEV. = 744.80SAG = 17+78.62ELEV. = 734.59PROP. GRADE EX. GRADE PROP. GRADECOMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 CD-1 CD-1 CD-1 CD-2 LOT 305 LOT 306 LOT 307 LOT 308 LOT 309 LOT 310 LOT 304 LOT 1062,775 SF LOT 1071,800 SF LOT 1081,800 SF LOT 1091,800 SF LOT 1101,800 SF LOT 1111,800 SF LOT 1121,800 SF LOT 1132,775 SF LOT 1322,772 SF LOT 1341,800 SF LOT 1351,800 SF LOT 1361,800 SF LOT 1371,800 SF LOT 1381,800 SF LOT 1392,775 SF LOT 1411,800 SF LOT 1421,800 SF LOT 1431,800 SF LOT 1441,800 SF LOT 1451,800 SF LOT 1462,775 SF LOT 1332,775 SF LOT 1402,775 SF LOT 1182,775 SF LOT 1191,800 SF LOT 1201,800 SF LOT 1211,800 SF LOT 1221,800 SF LOT 1231,800 SF LOT 1242,775 SF LOT 1142,834 SF LOT 1151,907 SF LOT 1161,907 SF LOT 1172,832 SF LOT 1311,800 SF LOT 1301,800 SF LOT 1291,800 SF LOT 1281,800 SF LOT 1271,800 SF LOT 1261,800 SF LOT 1252,772 SFOPEN SPACE "A"(7.66 AC)OPEN SPACE "B"(0.50 AC)L1L2 L3C 1 C2 C A L L A L I L Y D R . ( P R I V A T E )CALLALILY DR. (PRIVATE)CRABAPPLE ST. (PRIVATE) CRABAPPLE ST. (PRIVATE)10+0011+0012+00PC12+15.27PT12+98.52 13+0014+00 PC14+91.26 15+00 16 + 0 017+0018+0018+73.96PT18+07.04151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 84ROAD PROFILES - CALLALILY STSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1L#BEARING DIST L1 S 73°12'22" W 66.93' L2 S 16°47'38" E 192.73' L3 N 73°12'22" E 215.27' C#RAD A LEN C LEN C BEARING D ANGLE C1 202.24'315.78'284.67'S 28°13'17" W 89°27'50.4" C2 53.00'83.25'74.95'S 61°47'38" E 90°00'00.0" CALLALILY ST. (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET SCALE: 1" = 50' 50 25 0 50 100 SCALE: 1" = 5'50510SCALE: 1" = 50' 50 25 0 50 100 CALLALILY STREET NOT TO SCALE TYPICAL PAVEMENT SECTION #3 6" SUBBASE VDOT STD. 21B 1.5" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 3" IM-19.0 INTERMEDIATE COURSE SEE SPECIFICATIONS FOR DETAILS) (COMPACTED TO 98% DENSITY TYPICAL SECTION LIMITS OF SUBBASE -2.0% 2:1 SL O P E MAX. 1' -2.0% CL R/W P L 1' BASE COURSE -2.0% STANDARD CG-6 MAX. 2:1 SL O P E R/W LP SIDEWALK 4" CONCRETE W/4" #57 COMPACTED STONE UD-4 (TYP.) -2.0% UD-4 (TYP.) GRASS STRIP BITUMINOUS CONCRETE NO PARKING 47' ROW 10.5'26'10.5' 5'4.5'2'22'2'4.5'5' CALLALIY STREET 1'1' PRIVATE ROAD 2.5'W/LSAN1' EX. 737.55EX. 738.33EX. 738.97EX. 739.65EX. 740.58EX. 741.72EX. 742.89EX. 744.00EX. 744.00EX. 744.00EX. 744.00EX. 744.00EX. 743.36EX. 742.56EX. 741.72EX. 740.74EX. 739.75EX. 738.62EX. 737.49EX. 736.41EX. 735.46EX. 734.60EX. 734.00EX. 733.12EX. 732.06EX. 731.43EX. 730.43EX. 729.41EX. 728.53EX. 727.68EX. 726.93EX. 726.00EX. 725.04EX. 723.63EX. 722.38EX. 722.00EX. 721.73EX. 721.46EX. 720.94EX. 721.22EX. 721.94EX. 722.25EX. 721.98EX. 721.73EX. 722.11EX. 723.349+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 715 720 725 730 735 740 745 -2.38% -2.13% -1.30% -2.73 %PVC = 11+39.00ELEV. = 741.31PVI = 11+89.00ELEV. = 742.50PVT = 12+39.00ELEV. = 741.43VC = 100.00 SD = 289' K-Val = 22.1 PVC = 14+67.00ELEV. = 736.57PVI = 15+17.00ELEV. = 735.50PVT = 15+67.00ELEV. = 734.85VC = 100.00 SD = 1000' K-Val = 119.9 PVC = 17+64.00ELEV. = 732.29PVI = 18+14.00ELEV. = 731.64PVT = 18+64.00ELEV. = 730.27VC = 100.00 SD = 804' K-Val = 69.9 PVC = 19+15.00ELEV. = 728.88PVI = 20+15.00ELEV. = 726.15PVT = 21+15.00ELEV. = 730.91VC = 200.00 SD = 160' K-Val = 26.7PROP. 738.00PROP. 738.60PROP. 739.19PROP. 739.79PROP. 740.38PROP. 740.98PROP. 741.54PROP. 741.87PROP. 741.92PROP. 741.69PROP. 741.20PROP. 740.66PROP. 740.13PROP. 739.60PROP. 739.06PROP. 738.53PROP. 738.00PROP. 737.46PROP. 736.93PROP. 736.40PROP. 735.91PROP. 735.47PROP. 735.08PROP. 734.75PROP. 734.42PROP. 734.10PROP. 733.77PROP. 733.45PROP. 733.12PROP. 732.80PROP. 732.47PROP. 732.14PROP. 731.73PROP. 731.23PROP. 730.64PROP. 729.97PROP. 729.29PROP. 728.63PROP. 728.15PROP. 727.92PROP. 727.91PROP. 728.14PROP. 728.61PROP. 729.30PROP. 730.24SAG = 19+87.94 ELEV. = 727.88 -4.76 %ELEVATION10+00 = BEGIN CRABAPPLE ST.15+17.83 = INTX.CALLALILY ST. (18+73.96)CREST = 11+91.73ELEV. = 741.94CRABAPPLE ST. (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET 745 740 735 730 725 720 71510+70.86 = INTX.CALLALILY ST. (10+00)CD-1 CD-1 CD-2 EX. GRADE PROP. GRADE COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 LOT 12,775 SF LOT 21,800 SF LOT 31,800 SF LOT 42,775 SF LOT 1481,800 SF LOT 1491,800 SF LOT 1501,800 SF LOT 1511,800 SF LOT 1521,800 SF LOT 1531,800 SF LOT 1542,775 SF LOT 1561,800 SF LOT 1571,800 SF LOT 1581,800 SF LOT 1591,800 SF LOT 1601,800 SF LOT 1611,800 SF LOT 1622,775 SF LOT 1641,800 SF LOT 1651,800 SF LOT 1661,800 SF LOT 1671,800 SF LOT 1681,800 SF LOT 1691,800 SF LOT 1702,775 SF LOT 1842,775 SF LOT 1831,800 SF LOT 1821,800 SF LOT 1811,800 SF LOT 1801,800 SF LOT 1791,800 SF LOT 1772,850 SF LOT 1761,848 SF LOT 1751,848 SF LOT 1741,848 SF LOT 1731,848 SF LOT 1721,800 SF LOT 822,775 SF LOT 831,800 SF LOT 841,800 SF LOT 851,800 SF LOT 861,800 SF LOT 871,800 SF LOT 882,775 SF LOT 892,775 SF LOT 901,800 SF LOT 911,800 SF LOT 921,800 SF LOT 931,800 SF LOT 941,800 SF LOT 952,775 SF LOT 1052,732 SF LOT 1041,856 SF LOT 1031,871 SF LOT 1021,871 SF LOT 1012,884 LOT 1002,775 SF LOT 991,800 SF LOT 981,800 SF LOT 971,800 SF LOT 962,775 SF LOT 1472,775 SF LOT 1552,775 SF LOT 1632,775 SF LOT 1712,755 SF LOT 1782,775 SFOPEN SPACE "A"(7.66 AC)OPEN SPACE "C"(0.97 AC)10+0011+0012+0013+0014+0015+0016+0017+00 18+00 1 9 + 0 020+0021+0022+00L1 L2C1C2 CONTINUATION LINE SEE SHEET 19 CALLALILY DR. (PRIVATE)CRABAPPLE ST. (PRIVATE) CRABAPPLE ST. (PRIVATE) MISTFLOWER WAY (PUBLIC)MISTFLOWER WAY (PUBLIC) MISTFLOWER WAY (PUBLIC)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 85ROAD PROFILES - CRABAPPLE STSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1L#BEARING DIST L1 N 16°47'38" W 517.83' L2 N 16°47'38" W 244.50' L3 N 73°12'22" E 588.73' L4 N 85°29'04" E 36.33' L5 N 85°29'04" E 92.27' L6 N 85°29'04" E 222.67' L7 N 85°29'04" E 141.90' C#RAD A LEN C LEN C BEARING D ANGLE C1 200.00'55.55'55.37'N 08°50'15" W 15°54'45.5" C2 200.00'258.61'240.97'N 36°09'45" E 74°05'14.5" C3 200.00'42.86'42.78'N 79°20'43" E 12°16'42.2"MATCH LINE SHEET 86CRABAPPLE ST. (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET TYPICAL SECTION LIMITS OF SUBBASE -2.0% 2:1 SL O P E MAX. 1' -2.0% CL R/W P L 1' BASE COURSE -2.0% STANDARD CG-6 MAX. 2:1 SLO P E R/W LP SIDEWALK 4" CONCRETE W/4" #57 COMPACTED STONE UD-4 (TYP.) -2.0% UD-4 (TYP.) GRASS STRIP BITUMINOUS CONCRETE NO PARKING 47' ROW 10.5'26'10.5' 5'4.5'2'22'2'4.5'5' CRABAPPLE STREET 1'1' PRIVATE ROAD W/L2.5'SAN1' PARKING ONE SIDE TYPICAL SECTION 54' ROW 32' 22' BITUMINOUS CONCRETE LIMITS OF SUBBASE -2.0% CL BASE COURSE -2.0% 2:1 SLO P E MAX. SIDEWALK 4" CONCRETE W/4" #57 COMPACTED STONE 2'2'4.5'5' 10.5'10.5' 4.5'5' -2.0% 1' 9' PARALLEL PARKING 1' PRIVATE ROAD R/W R/W P L P L 1'1'UD-4 (TYP.) CRABAPPLE STREET SANGRASS STRIP CG-6R MAX. 2:1 SLO P E -2.0% UD-4 (TYP.) 2.5'W/LCG-6 NOTE:UTILITY LOCATIONS ARE PRELIMINARY AND MAY ADJUST WITH SUBDIVISION PLAN 7.5'5.5' CL CRABAPPLE STREET NOT TO SCALE TYPICAL PAVEMENT SECTION #3 6" SUBBASE VDOT STD. 21B 1.5" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 3" IM-19.0 INTERMEDIATE COURSE SEE SPECIFICATIONS FOR DETAILS) (COMPACTED TO 98% DENSITY SCALE: 1" = 50' 50 25 0 50 100 SCALE: 1" = 5'50510SCALE: 1" = 50' 50 25 0 50 100 EX. 723.34EX. 725.59EX. 727.82EX. 730.25EX. 732.00EX. 732.58EX. 733.43EX. 733.42EX. 733.02EX. 731.69EX. 729.79EX. 730.03EX. 731.53EX. 734.95EX. 737.32EX. 738.30EX. 738.79EX. 739.28EX. 739.55EX. 739.64EX. 738.99EX. 738.48EX. 737.76EX. 737.08EX. 736.27EX. 736.02EX. 736.20EX. 736.30EX. 736.26EX. 736.07EX. 735.98EX. 736.29EX. 736.93EX. 737.23EX. 737.57EX. 737.40EX. 736.82EX. 736.24EX. 736.00EX. 736.00EX. 736.00EX. 736.00EX. 736.00EX. 734.9921+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 -0.75% -1.97% -1.55%PVC = 21+42.50ELEV. = 732.22PVI = 21+80.00ELEV. = 734.00PVT = 22+17.50ELEV. = 734.28VC = 75.00 SD = 307' K-Val = 18.7 PVC = 24+27.00ELEV. = 735.85PVI = 24+77.00ELEV. = 736.23PVT = 25+27.00ELEV. = 735.24VC = 100.00 SD = 446' K-Val = 36.7 PVC = 27+07.00ELEV. = 731.69PVI = 27+57.00ELEV. = 730.70PVT = 28+07.00ELEV. = 731.48VC = 100.00 SD = 212' K-Val = 28.4PROP. 731.38PROP. 732.56PROP. 733.48PROP. 734.07PROP. 734.34PROP. 734.52PROP. 734.71PROP. 734.90PROP. 735.09PROP. 735.27PROP. 735.46PROP. 735.65PROP. 735.84PROP. 735.95PROP. 735.90PROP. 735.67PROP. 735.28PROP. 734.79PROP. 734.29PROP. 733.80PROP. 733.31PROP. 732.81PROP. 732.32PROP. 731.83PROP. 731.39PROP. 731.16PROP. 731.16PROP. 731.38PROP. 731.76PROP. 732.14PROP. 732.53PROP. 732.92PROP. 733.31PROP. 733.70PROP. 734.09PROP. 734.47PROP. 734.86PROP. 735.25PROP. 735.64PROP. 736.03PROP. 736.42PROP. 736.80PROP. 737.19PROP. 737.58-4.76 %ELEVATION21+80.78 = INTX.MISTFLOWER WAY (10+00)24+61.78 = INTX.HOSTA DR. (10+00)27+43.93 = INTX. LOVAGE DR. (10+00)32+01.26 = END CRABAPPLE ST.CREST = 24+54.53ELEV. = 735.96SAG = 27+62.97ELEV. = 731.13745 740 735 730 725 720 715 745 740 735 730 725 720 715 CRABAPPLE ST. (PRIVATE) CONT'D 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET CD-1 CD-1 EX. GRADE PROP. GRADE COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 COMPACT FILL TO A MINIMUM 95% DRY DENSITY, PER AASHTO T-99 EX. GRADE PROP. GRADE LOT 12,775 SF LOT 21,800 SF LOT 31,800 SF LOT 42,775 SF LOT 1481,800 SF LOT 1491,800 SF LOT 1501,800 SF LOT 1511,800 SF LOT 1521,800 SF LOT 1531,800 SF LOT 1542,775 SF LOT 1561,800 SF LOT 1571,800 SF LOT 1581,800 SF LOT 1591,800 SF LOT 1601,800 SF LOT 1611,800 SF LOT 1622,775 SF LOT 1641,800 SF LOT 1651,800 SF LOT 1661,800 SF LOT 1671,800 SF LOT 1681,800 SF LOT 1691,800 SF LOT 1702,775 SF LOT 1842,775 SF LOT 1831,800 SF LOT 1821,800 SF LOT 1811,800 SF LOT 1801,800 SF LOT 1791,800 SF LOT 1772,850 SF LOT 1761,848 SF LOT 1751,848 SF LOT 1741,848 SF LOT 1731,848 SF LOT 1721,800 SF LOT 822,775 SF LOT 831,800 SF LOT 841,800 SF LOT 851,800 SF LOT 861,800 SF LOT 871,800 SF LOT 882,775 SF LOT 892,775 SF LOT 901,800 SF LOT 911,800 SF LOT 921,800 SF LOT 931,800 SF LOT 941,800 SF LOT 952,775 SF LOT 1052,732 SF LOT 1041,856 SF LOT 1031,871 SF LOT 1021,871 SF LOT 1012,884 LOT 1002,775 SF LOT 991,800 SF LOT 981,800 SF LOT 971,800 SF LOT 962,775 SF LOT 1472,775 SF LOT 1552,775 SF LOT 1632,775 SF LOT 1712,755 SF LOT 1782,775 SFOPEN SPACE "A"(7.66 AC)OPEN SPACE "C"(0.97 AC)L110+0011+0012+0013+0014+0015+0016+0017+00 18+00 1 9 + 0 020+0021+0022+00L1 L2C1C2 CONTINUATION LINE SEE SHEET 19 CONTINUATION LINE SEE SHEET 18 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 L1 L3 CALLALILY DR. (PRIVATE)CRABAPPLE ST. (PRIVATE) CRABAPPLE ST. (PRIVATE) MISTFLOWER WAY (PUBLIC)MISTFLOWER WAY (PUBLIC) MISTFLOWER WAY (PUBLIC)10+0011+0012+0013+0010+0018+73.96PT18+07.0415+36.50151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 86ROAD PROFILES - CRABAPPLE STSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1L#BEARING DIST L1 N 16°47'38" W 517.83' L2 N 16°47'38" W 244.50' L3 N 73°12'22" E 588.73' L4 N 85°29'04" E 36.33' L5 N 85°29'04" E 92.27' L6 N 85°29'04" E 222.67' L7 N 85°29'04" E 141.90' C#RAD A LEN C LEN C BEARING D ANGLE C1 200.00'55.55'55.37'N 08°50'15" W 15°54'45.5" C2 200.00'258.61'240.97'N 36°09'45" E 74°05'14.5" C3 200.00'42.86'42.78'N 79°20'43" E 12°16'42.2"MATCH LINE SHEET 85CRABAPPLE ST. (PRIVATE) 56' ROW - 25 MPH DESIGN SPEED SEE TYPICAL SECTION THIS SHEET TYPICAL SECTION LIMITS OF SUBBASE -2.0% 2:1 SL O P E MAX. 1' -2.0% CL R/W P L 1' BASE COURSE -2.0% STANDARD CG-6 MAX. 2:1 SLO P E R/W LP SIDEWALK 4" CONCRETE W/4" #57 COMPACTED STONE UD-4 (TYP.) -2.0% UD-4 (TYP.) GRASS STRIP BITUMINOUS CONCRETE NO PARKING 47' ROW 10.5'26'10.5' 5'4.5'2'22'2'4.5'5' CRABAPPLE STREET 1'1' PRIVATE ROAD W/L2.5'SAN1' PARKING ONE SIDE TYPICAL SECTION 54' ROW 32' 22' BITUMINOUS CONCRETE LIMITS OF SUBBASE -2.0% CL BASE COURSE -2.0% 2:1 SLO P E MAX. SIDEWALK 4" CONCRETE W/4" #57 COMPACTED STONE 2'2'4.5'5' 10.5'10.5' 4.5'5' -2.0% 1' 9' PARALLEL PARKING 1' PRIVATE ROAD R/W R/W P L P L 1'1'UD-4 (TYP.) CRABAPPLE STREET SANGRASS STRIP CG-6R MAX. 2:1 SLO P E -2.0% UD-4 (TYP.) 2.5'W/LCG-6 NOTE:UTILITY LOCATIONS ARE PRELIMINARY AND MAY ADJUST WITH SUBDIVISION PLAN 7.5'5.5' CL CRABAPPLE STREET NOT TO SCALE TYPICAL PAVEMENT SECTION #3 6" SUBBASE VDOT STD. 21B 1.5" SM-9.5A SURFACE COURSE COMPACTED SUBGRADE OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. 3" IM-19.0 INTERMEDIATE COURSE SEE SPECIFICATIONS FOR DETAILS) (COMPACTED TO 98% DENSITY SCALE: 1" = 50' 50 25 0 50 100 SCALE: 1" = 50' 50 25 0 50 100 SCALE: 1" = 5'50510 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 745 730 735 740 745 -1+00-1+50-2+00-2+50-3+00 3.5'EYEHGT.3.5'OBJ.HGT.3.5'OBJ.HGT.℄ MISTFLOWERWAYMISTFLOWER WAY AT CALLALILY ST - SOUTH PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 745 730 735 740 745 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'EYEHGT.3.5'OBJ.HGT.℄ MISTFLOWER WAYMISTFLOWER WAY AT CALLALILY ST - NORTH PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 725 730 735 740 725 730 735 740 -1+00-1+50-2+00-3+00 -2+50 ℄ MISTFLOWER WAY3.5'EYEHGT.3.5'OBJ.HGT.3.5'OBJ.HGT.MISTFLOWER WAY AT CRABAPPLE ST PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 745 730 735 740 745 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'EYEHGT.3.5'OBJ.HGT.℄ CALLALILY STCALLALILY ST AT MISTFLOWER WAY - EAST PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 745 730 735 740 745 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'OBJ.HGT.℄ CALLALILY ST3.5'EYEHGT.CALLALILY ST AT MISTFLOWER WAY - WEST PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 745 730 735 740 745 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'OBJ.HGT.℄ CALLALILY ST3.5'EYEHGT.CALLALILY ST AT CRABAPPLE ST - EAST PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 745 730 735 740 745 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'EYEHGT.3.5'OBJ.HGT.℄ CALLALILY STCALLALILY ST AT CRABAPPLE ST - WEST PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 735 740 745 735 740 745 RHONDA DR LEFT TO PAPERMILL RD3.5'EYEHGT.3.5'OBJ.HGT.PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 740 745 750 740 745 750 RHONDA DR RIGHT TO PAPERMILL RD3.5'EYEHGT.3.5'OBJ.HGT.PROP. GRADE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 87SIGHT DISTANCE PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZ 50 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5' -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 730 735 740 -1+00-1+50-2+00-2+50-3+00 745 745 3.5'OBJ.HGT.3.5'OBJ.HGT.℄ CALLALILY ST3.5'EYEHGT.CALLALILY ST AT HOSTA DR - EAST PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 745 730 735 740 745 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'OBJ.HGT.℄ CALLALILY ST3.5'EYEHGT.CALLALILY ST AT HOSTA DR - WEST PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 725 730 735 740 725 730 735 740 -1+00-1+50-2+00-3+00 -2+503.5'OBJ.HGT.3.5'OBJ.HGT.℄ CALLALILY ST3.5'EYEHGT.CALLALILY ST AT LOVAGE DR PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 735 740 745 735 740 745 3.5'OBJ.HGT.3.5'EYEHGT.CALLALILY ST END AT CRABAPPLE ST PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 745 730 735 740 745 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'OBJ.HGT.℄ CRABAPPLE ST3.5'EYEHGT.CRABAPPLE ST AT CALLALILY ST - SOUTH PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 745 730 735 740 745 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'OBJ.HGT.℄ CRABAPPLE ST3.5'EYEHGT.CRABAPPLE ST AT CALLALILY ST - NORTH PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 730 735 740 730 735 740 3.5'OBJ.HGT.3.5'EYEHGT.CRABAPPLE ST LEFT TO MISTFLOWER WAY PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 730 735 740 730 735 740 3.5'OBJ.HGT.3.5'EYEHGT.CRABAPPLE ST RIGHT TO MISTFLOWER WAY PROP. GRADE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 88SIGHT DISTANCE PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZ 50 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5' -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 730 735 740 730 735 7403.5'OBJ.HGT.3.5'EYEHGT.CRABAPPLE ST LEFT TO HOSTA DR PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 735 740 735 740 3.5'EYEHGT.3.5'OBJ.HGT.CRABAPPLE ST RIGHT TO HOSTA DR PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 730 735 3+503.5'EYEHGT.3.5'OBJ.HGT.CRABAPPLE ST LEFT TO LOVAGE DR PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 730 735 730 735 3.5'EYEHGT.3.5'OBJ.HGT.CRABAPPLE ST RIGHT TO LOVAGE DR PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 735 740 745 735 740 745 3.5'OBJ.HGT.3.5'EYEHGT.CRABAPPLE ST RIGHT TO CALLALILY ST END PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 725 730 735 740 725 730 735 740 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'OBJ.HGT.℄ HOSTA DR3.5'EYEHGT.HOSTA DR AT CRABAPPLE ST PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 745 730 735 740 745 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'OBJ.HGT.℄ HOSTA DR3.5'EYEHGT.HOSTA DR AT CALLALILY ST - SOUTH PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 730 735 740 745 730 735 740 745 -1+00-1+50-2+00-3+00 -2+50 3.5'OBJ.HGT.3.5'OBJ.HGT.℄ HOSTA DR3.5'EYEHGT.HOSTA DR AT CALLALILY ST - NORTH PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 720 725 730 735 720 725 730 735 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'OBJ.HGT.℄ HOSTA DR3.5'EYEHGT.HOSTA DR AT LOVAGE DR 228' SIGHT LINE PROP. GRADE PROP. GRADE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 89SIGHT DISTANCE PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZ 50 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5' -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 725 730 735 740 725 730 735 740 -1+00-1+50-2+00-2+50-3+00 3.5'OBJ.HGT.3.5'OBJ.HGT.3.5'EYEHGT.℄ LOVAGE DRLOVAGE DR AT CRABAPPLE ST PROP. GRADE PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 720 725 730 720 725 730 3.5'EYEHGT.3.5'OBJ.HGT.LOVAGE DR RIGHT TO LOVAGE DR PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 720 725 730 720 725 730 LOVAGE DR LEFT TO LOVAGE DR3.5'EYEHGT.3.5'OBJ.HGT.PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 725 730 735 725 730 735 3+503.5'EYEHGT.3.5'OBJ.HGT.LOVAGE DR LEFT TO HOSTA DR PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 725 730 735 725 730 735 3+503.5'EYEHGT.3.5'OBJ.HGT.LOVAGE DR RIGHT TO HOSTA DR PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 730 735 740 730 735 740 LOVAGE DR LEFT TO CALLALILY ST3.5'EYEHGT.3.5'OBJ.HGT.PROP. GRADE -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 730 735 740 730 735 740 LOVAGE DR RIGHT TO CALLALILY ST3.5'EYEHGT.3.5'OBJ.HGT.PROP. GRADE 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 90SIGHT DISTANCE PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZ 50 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5' 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 705 710 715 720 725 730 735 740 1 1a 2 3 4 5 6 7 8 9 10 11 TOP = 729.40DI-1TOP = 731.28DI-3CC - 8'TOP = 732.60DI-3BB - 8'TOP = 732.73MHTOP = 733.88MHTOP = 734.43DI-3BB - 8'TOP = 735.74MHTOP = 731.53DI-1TOP = 727.31DI-1TOP = 733.12DI-3BB - 8'TOP = 732.64DI-1740 735 730 725 720 715 710 7055.2'12" WATER XING8" SAN XING8" WATER XING8" SAN XING8" SAN XING8" WATER XINGSTORM STR. 1 TO STR. 17a 115' - 30" ADS HP @ 0.50% 34' - 30" ADS HP @ 0.50% 312' - 30" ADS HP @ 0.50% 73' - 24" ADS HP @ 0.50% 84' - 24" ADS H P @ 1.21% 82' - 24" ADS HP @ 0.50% 164' - 24" ADS N-12 @ 0.50% 121' - 24" ADS N-12 @ 0.54%10+00.00 =EW-1 (30)INV OUT =712.0010+83.98 = BaseINV OUT = 712.42INV IN = 712.5211+99.36 = BaseINV OUT = 713.10INV IN = 713.2012+82.20 = BaseINV OUT = 713.61INV IN = 713.7113+15.97 = BaseINV OUT = 713.88INV IN = 713.98INV IN = 728.6016+27.53 = BaseINV OUT = 715.54INV IN = 716.04INV IN = 721.6017+00.03 = BaseINV OUT = 716.40INV IN = 716.6517+84.01 = BaseINV OUT = 717.67INV IN = 717.92INV IN = 731.3218+65.52 = BaseINV OUT = 718.33INV IN = 718.4320+29.19 = BaseINV OUT = 719.25INV IN = 719.35INV IN = 720.5021+50.69 = BaseINV OUT = 720.01INV IN = 720.7623+06.32 = BaseINV OUT = 721.54INV IN = 721.64INV IN = 730.00156' - 18" ADS N-12 @ 0.50% 84' - 30" ADS N-12 @ 0.50%83' - 30" ADS HP @ 0.49% 144' - 18" ADS N-12 @ 0.50% INSTALL CONC CRADLE CLEAR = 1.07' INSTALL CONC CRADLE CLEAR = 0.73' EX. GRADE PROP. GRADE EX. GRADE PROP. GRADE 10YR HGL 11.5' CL 1 RIP-RAP 10YR HGL 9+50 10+00 10+50 11+00 710 715 720 725 730 735 740 745 710 715 720 725 730 735 740 745 9+50 10+00 10+50 705 710 715 720 725 730 735 705 710 715 720 725 730 735 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 705 710 715 720 725 730 735 740 705 710 715 720 725 730 735 740 STORM STR. 4 TO STR. 4a STORM STR. 5 TO STR. 5a 7 7a 10+00.00 = BaseINV OUT = 717.67INV IN = 731.32INV IN = 717.9210+29.30 = BaseINV OUT = 732.79STORM STR. 7 TO STR. 7a10+00.00 = BaseINV OUT = 713.88INV IN = 728.60INV IN = 713.9810+08.44 = BaseINV OUT = 729.005 5a 12+44.99 = BaseINV OUT = 724.05TOP = 734.00TOP = 727.55DI-3B - 8'4a4 TOP = 732.73MHTOP = 733.00DI-3B - 8'TOP = 735.74TOP = 736.61DI-3B - 8'MHMH24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 715 720 725 730 735 740 12 13 14 15 16 17 17a TOP = 729.04DI-1TOP = 729.38DI-3B - 8' (SAG)TOP = 730.25MHTOP = 728.56DI-3B - 4'TOP = 731.16DI-3B - 4'TOP = 733.21DI-3B - 4'TOP = 733.31DI-3B - 4'740 735 730 725 720 715 1.5'8" SAN XING12" WATER XINGSTORM STR. 1 TO STR. 17a (CONT'D) 90' - 18" ADS N-12 @ 0.55% 113' - 15" ADS N-12 @ 0.50% 74' - 15" A D S N - 1 2 @ 2.00% 66' - 15" ADS N-12 @ 2 . 0 0 % 39' - 15" ADS N-1 2 @ 2.44 %24+50.56 = BaseINV OUT = 722.36INV IN = 722.4625+41.04 = BaseINV OUT = 722.96INV IN = 723.46INV IN = 725.5026+08.92 = BaseINV OUT = 723.80INV IN = 724.0527+22.41 = BaseINV OUT = 724.62INV IN = 725.03INV IN = 724.8727+96.72 = BaseINV OUT = 726.52INV IN = 726.7728+62.74 = BaseINV OUT = 728.09INV IN = 728.34INV IN = 728.3429+02.15 = BaseINV OUT = 729.3068' - 15" ADS N-12 @ 0.50% 144' - 18" ADS N-12 @ 0.50% 29' - 15" ADS N-12 @ 5.00% 10YR HGL PROP. GRADE EX. GRADE 8' - 15" ADS N-12 @ 4.74% 10YR HGL EX. GRADE PROP. GRADE EX. GRADE PROP. GRADE 10YR HGL PROP. GRADE EX. GRADE 10YR HGL 245' - 15" ADS N-1 2 @ 1 . 0 0 %10+00.00 = BaseINV OUT = 715.54INV IN = 721.60INV IN = 716.04151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 91STORM SEWER PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1MATCH LINE SEE BELOWMATCH LINE SEE ABOVE1" = 50' HZ 50 0 50 100 SCALE: 1" = 50' 2550510SCALE: 1" = 5'NOTES: 1.ALTERNATIVE MATERIAL RCP CL III STORM PIPE MAYBE USED IN LIEU OF HDPE STORM PIPE. HOWEVER,THIS PROJECT HAS FILL HEIGHTS (DEEP FILLS) THAT EXCEED THE MAXIMUM FILL DEPTH FOR RCP CL III. CONTRACTOR IS RESPONSIBLE TO SELECT THE CLASS OF RCP PER VDOT ROAD & BRIDGE STANDARDS DETAIL PC-1 WITH REGARD TO MAXIMUM FILL HEIGHT AND CORRESPONDING CLASS OF CONCRETE PIPE. 6.4'9+50 10+00 10+50 11+00 11+50 710 715 720 725 730 735 740 710 715 720 725 730 735 740 9+50 10+00 10+50 11+00 11+50 715 720 725 730 735 740 745 715 720 725 730 735 740 745 9+50 10+00 10+50 11+00 710 715 720 725 730 735 740 710 715 720 725 730 735 740 8" WATER XING8" SAN XING9+50 10+00 10+50 11+00 715 720 725 730 735 715 720 725 730 735 9+50 10+00 10+50 11+00 720 725 730 735 740 720 725 730 735 740 92' - 15" ADS N-12 @ 0.50% 9 9a 10+00.00 = BaseINV OUT = 719.65INV IN = 722.42INV IN = 719.9010+92.18 = BaseINV OUT = 722.88STORM STR. 9 TO STR. 9a 126' - 1 5 " A D S N - 1 2 @ 3 . 5 0 % 11 11a 10+00.00 = BaseINV OUT = 721.54INV IN = 730.00INV IN = 721.7911+25.86 = BaseINV OUT = 734.41STORM STR. 11 TO STR. 11a 13 13a 10+00.00 = BaseINV OUT = 723.21INV IN = 725.50INV IN = 723.4610+71.60 = BaseINV OUT = 725.8672' - 15" ADS N-12 @ 0.50% STORM STR. 13 TO STR. 13a 32' - 15" ADS N-12 @ 0.50% 15 15a 10+00.00 = BaseINV OUT = 724.62INV IN = 724.87INV IN = 725.0310+32.00 = BaseINV OUT = 725.03STORM STR. 15 TO STR. 15a 49' - 15" ADS N-12 @ 2.00% 17 17b 10+00.00 = BaseINV OUT = 728.09INV IN = 728.34INV IN = 729.6110+49.23 = BaseINV OUT = 729.32STORM STR. 17 TO STR. 17bTOP = 727.31DI-1TOP = 726.38DI-1TOP = 732.64DI-1TOP = 738.86DI-3B - 6'TOP = 729.38DI-3B - 8' (SAG)TOP = 729.47DI-3B - 8'TOP = 728.56DI-3B - 4'TOP = 728.56DI-3B - 4'TOP = 733.21DI-3B - 4'TOP = 732.83DI-1EX. GRADE PROP. GRADE 10YR HGL EX. GRADE PROP. GRADE 10YR HGL PROP. GRADE EX. GRADE 10YR HGL 10YR HGL PROP. GRADE EX. GRADE EX. GRADE PROP. GRADE 10YR HGL 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 700 705 710 715 720 725 730 735 740 745 37' - 30" ADS N-12 @ 0.53% 149' - 30" ADS N-12 @ 0.50% 102' - 30" ADS N-12 @ 0.50% 172' - 30" ADS N-12 @ 0.50% 156' - 30" ADS N-12 @ 0.50% 166' - 30" ADS N-12 @ 0 . 7 3 % 91' - 30" ADS N-12 @ 0.50% 65' - 30" ADS N-12 @ 0.50% 74' - 30" ADS N-12 @ 0.50% 21 21a 22 23 24 25 26 28 29 30 31 10+00.00 = EW-1 (30)INV OUT = 713.0010+37.45 = BaseINV OUT = 713.20INV IN = 716.7411+86.30 = BaseINV OUT = 717.48INV IN = 717.7312+88.80 = BaseINV OUT = 718.24INV IN = 718.4914+60.43 = BaseINV OUT = 719.35INV IN = 719.6016+15.94 = BaseINV OUT = 720.38INV IN = 720.63INV IN = 725.1017+82.13 = BaseINV OUT = 721.84INV IN = 722.09INV IN = 723.0918+72.93 = BaseINV OUT = 722.54INV IN = 722.7919+37.68 = BaseINV OUT = 723.11INV IN = 723.3620+39.44 = BaseINV OUT = 723.87INV IN = 723.97INV IN = 732.35INV IN = 731.7121+13.03 = BaseINV OUT = 724.34INV IN = 724.44INV IN = 731.04TOP = 716.83TOP = 726.00DI-1TOP = 735.77DI-3BB - 4'TOP = 737.00DI-3BB - 8'TOP = 740.05DI-3BB - 8'TOP = 734.04DI-1TOP = 735.42DI-1TOP = 738.85DI-1TOP = 739.52DI-3BB - 6'TOP = 741.36DI-3BB - 4'TOP = 741.12DI-3BB - 4'745 740 735 730 725 720 715 710 705 700 137' - 30" ADS N-12 @ 0.50% STORM STR. 21 TO STR. 3912" WATERXING8" WATERXING2.9'8" SAN XING3.1'8" SAN XING4" SAN LAT - LOT 584" SAN LAT - LOT 574" SAN LAT - LOT 564" SAN LAT - LOT 554" SAN LAT - LOT 544" SAN LAT - LOT 538" SAN XING8" WATER XING12" WATER XING8" WATER XING8" SAN XINGINSTALL CONC CRADLE CLEAR = 1.1' 102' - 30" ADS N-12 @ 0.50% 22' CL 1 RIP-RAP PROP. GRADE EX. GRADE 10YR HGL PROP. GRADE EX. GRADE 10YR HGL 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 92STORM SEWER PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZMATCH LINE SHEET 9350 0 50 100 SCALE: 1" = 50' 2550510SCALE: 1" = 5'NOTES: 1.ALTERNATIVE MATERIAL RCP CL III STORM PIPE MAYBE USED IN LIEU OF HDPE STORM PIPE. HOWEVER,THIS PROJECT HAS FILL HEIGHTS (DEEP FILLS) THAT EXCEED THE MAXIMUM FILL DEPTH FOR RCP CL III. CONTRACTOR IS RESPONSIBLE TO SELECT THE CLASS OF RCP PER VDOT ROAD & BRIDGE STANDARDS DETAIL PC-1 WITH REGARD TO MAXIMUM FILL HEIGHT AND CORRESPONDING CLASS OF CONCRETE PIPE. 1.8'3.3'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 705 710 715 720 725 730 735 740 745 705 710 715 720 725 730 735 740 745 8" SAN XING46' - 1 5 " ADS N - 1 2 @ 4.35 % 148' - 1 5 " A D S N - 1 2 @ 3 . 9 2 % 69' - 15" ADS N-12 @ 0.50% 152' - 15" ADS N-12 @ 0.50% 20 20a 20b 20c 20d 20e 10+00.00 =EW-1 (15)INV OUT = 714.0010+45.93 = BaseINV OUT = 716.00INV IN = 720.0011+94.00 = BaseINV OUT = 725.80INV IN = 726.0512+63.19 = BaseINV OUT = 726.40INV IN = 726.65INV IN = 726.6512+89.45 = BaseINV OUT = 726.78INV IN = 727.0314+41.85 = BaseINV OUT = 727.79INV IN = 727.79TOP = 716.25TOP = 727.84DI-1TOP = 734.58DI-3BB - 6'TOP = 735.26DI-3BB - 8'TOP = 730.28DI-1TOP = 733.85DI-112" WATERXING26' - 15" ADS N-12 @ 0.50% STORM STR. 20 TO STR. 20e PROP. GRADE EX. GRADE 10YR HGL 10' CL 1 RIP-RAP 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 715 720 725 730 735 740 745 174' - 24" ADS N-12 @ 0.50% 190' - 24" ADS N-12 @ 0.50% 91' - 24" ADS N-12 @ 0.50% 38' - 24" ADS N-12 @ 0.50% 32 33 34 35 36 38 39 22+50.17 = BaseINV OUT = 725.13INV IN = 725.6324+24.34 = BaseINV OUT = 726.50INV IN = 726.7526+14.01 = BaseINV OUT = 727.70INV IN = 727.95INV IN = 728.2027+04.65 = BaseINV OUT = 728.40INV IN = 728.6527+43.02 = BaseINV OUT = 728.84INV IN = 729.09INV IN = 729.5928+85.62 = BaseINV OUT = 730.55INV IN = 730.8029+24.47 = BaseINV OUT = 730.99INV IN = 730.99TOP = 734.54DI-1TOP = 734.88DI-1TOP = 732.19DI-1TOP = 735.07DI-3C - 6'TOP = 735.03DI-3C - 6'TOP = 734.88DI-3C - 6'TOP = 734.84DI-3C - 6'37 28+15.79 = FUTURE PHASE 239' - 15" ADS N-12 @ 0.50% 35' - 24" ADS N-12 @ 0.50% 31' - 15" ADS N-12 @ 0.50% PROP. GRADE 10YR HGL EX. GRADE 28+54.62 = (Temporary)INV OUT = 730.4027+78.02 = (Temporary) INV IN = 729.26745 740 735 730 725 720 715 137' - 30" ADS N-12 @ 0.50% STORM STR. 21 TO STR. 39 (CONT'D)1.5'12" WATER XING2.1'12" WATER XING39' - 15" ADS N-12 @ 0.50% PROP. GRADE 10YR HGL EX. GRADE COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 9+50 10+00 10+50 11+00 11+50 720 725 730 735 740 720 725 730 735 740 9+50 10+00 10+50 11+00 11+50 12+00 710 715 720 725 730 735 740 710 715 720 725 730 735 740 STORM STR. 25 TO STR. 25a 96' - 15" ADS N-12 @ 1.00% 20c 20f 10+00.00 = BaseINV OUT = 726.40INV IN = 726.65INV IN = 726.6510+95.98 = BaseINV OUT = 727.6125 25a 10+00.00 = BaseINV OUT = 720.38INV IN = 725.10INV IN = 720.6311+54.43 = BaseINV OUT = 726.68STORM STR. 20c TO STR. 20fTOP = 735.26DI-3BB - 8'TOP = 731.22DI-1TOP = 734.04DI-1TOP = 731.43DI-1154' - 15" ADS N- 1 2 @ 1 . 0 2 % EX. GRADE 10YR HGL PROP. GRADE PROP. GRADE EX. GRADE 10YR HGL 9+50 10+00 10+50 11+00 11+50 715 720 725 730 735 740 745 715 720 725 730 735 740 745 35' - 15" ADS N-12 @ 0.50% 69' - 1 5" ADS N- 1 2 @ 5. 0 0 % 26 27 27a 10+00.00 = BaseINV OUT = 721.84INV IN = 723.09INV IN = 722.0910+34.69 = BaseINV OUT = 723.26INV IN = 727.0611+03.71 = BaseINV OUT = 730.51INV IN = 730.51TOP = 735.42DI-1TOP = 737.85DI-3CC - 8'TOP = 736.41DI-110YR HGL PROP. GRADE EX. GRADE STORM STR. 27 TO STR. 27a 9+50 10+00 10+50 715 720 725 730 735 740 745 750 715 720 725 730 735 740 745 750 30 30a 10+00.00 = BaseINV OUT = 723.87INV IN = 732.35INV IN = 723.97INV IN = 731.7110+30.00 = BaseINV OUT = 735.35TOP = 741.36DI-3BB - 4'TOP = 741.36DI-3B - 4'8" SAN XING1.5'12" WATERXING30' - 15" ADS N-12 @ 10.00% 10YR HGL PROP. GRADE STORM STR. 30 TO STR. 30a EX. GRADE 9+50 10+00 10+50 11+00 715 720 725 730 735 740 745 750 715 720 725 730 735 740 745 750 34' - 15"ADS N-12 @ 10.00 % 30 30b 10+00.00 = BaseINV OUT = 723.87INV IN = 731.71INV IN = 732.35INV IN = 723.9710+33.96 = BaseINV OUT = 735.11TOP = 741.36DI-3BB - 4'TOP = 738.61DI-110YR HGL PROP. GRADE EX. GRADE STORM STR. 30 TO STR. 30b 9+50 10+00 10+50 11+00 11+50 12+00 715 720 725 730 735 740 745 750 715 720 725 730 735 740 745 750 179' - 15" ADS N-12 @ 0.50% 31 31a 10+00.00 = BaseINV OUT = 724.34INV IN = 731.04INV IN = 724.4411+78.88 = BaseINV OUT = 731.93TOP = 741.12DI-3BB - 4'TOP = 737.23DI-3B - 6'EX. GRADE PROP. GRADE 10YR HGL 4" SAN LAT LOT 1864" SAN LAT LOT 1854" SAN LAT LOT 1844" SAN LAT LOT 1834" SAN LAT LOT 1824" SAN LAT LOT 1834" SAN LAT - LOT 184STORM STR. 31 TO STR. 31a 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 93STORM SEWER PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZMATCH LINE SHEET 9250 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5'NOTES: 1.ALTERNATIVE MATERIAL RCP CL III STORM PIPE MAYBE USED IN LIEU OF HDPE STORM PIPE. HOWEVER,THIS PROJECT HAS FILL HEIGHTS (DEEP FILLS) THAT EXCEED THE MAXIMUM FILL DEPTH FOR RCP CL III. CONTRACTOR IS RESPONSIBLE TO SELECT THE CLASS OF RCP PER VDOT ROAD & BRIDGE STANDARDS DETAIL PC-1 WITH REGARD TO MAXIMUM FILL HEIGHT AND CORRESPONDING CLASS OF CONCRETE PIPE. 1.5'9+50 10+00 10+50 11+00 11+50 12+00 720 725 730 735 740 745 720 725 730 735 740 745 9+50 10+00 10+50 11+00 720 725 730 735 740 720 725 730 735 740 83' - 15" AD S N - 1 2 @ 1.58% 54' - 15" ADS N-12 @ 0.50% 34 34a 34b 34c 10+00.00 = BaseINV OUT = 727.70INV IN = 728.20INV IN = 727.9510+82.73 = BaseINV OUT = 729.51INV IN = 729.7611+36.28 = BaseINV OUT = 730.03INV IN = 730.2811+74.46 = BaseINV OUT = 730.4738' - 15" ADS N-12 @ 0.50%12"WATERXINGSTORM STR. 34 TO STR. 34cTOP = 732.19DI-1TOP = 733.01DI-1TOP = 734.12DI-3C - 8'TOP = 734.15DI-3C - 8'65' - 15" ADS N-1 2 @ 2.37% 36 36a 10+00.00 = BaseINV OUT = 728.84INV IN = 729.59INV IN = 729.0910+65.40 = FUTURE PHASE 2TOP = 735.03DI-3C - 6'STORM STR. 36 TO STR. 36a10+50 = (Temporary)INV IN = 730.80EX. GRADE 10YR HGL PROP. GRADE PROP. GRADE 10YR HGL EX. GRADE STORM STR. 40 TO STR. 66e 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 705 710 715 720 725 730 735 740 745 750 98' - 42" ADS N-12 @ 0.50% 63' - 42" ADS N-12 @ 1.00% 99' - 42" ADS N-12 @ 1.00% 71' - 42" ADS N-12 @ 1.00% 38' - 42" ADS N-12 @ 1.00% 73' - 36" ADS N-12 @ 0.50%10+00.00 =EW-2 (42) 2:115-30DEGINV OUT = 712.2010+97.79 = BaseINV OUT = 712.69INV IN = 712.9411+60.56 = BaseINV OUT = 713.57INV IN = 713.82INV IN = 719.3412+59.18 = BaseINV OUT = 714.81INV IN = 715.0613+29.72 = BaseINV OUT = 715.77INV IN = 716.0213+67.61 = BaseINV OUT = 716.40INV IN = 716.65INV IN = 720.5014+61.87 = BaseINV OUT = 717.60INV IN = 717.8514+89.87 = BaseINV OUT = 718.15INV IN = 722.00INV IN = 720.1523+46.23 = BaseINV OUT = 728.35INV IN = 728.45TOP = 718.00DI-1TOP = 724.40DI-1TOP = 720.98DI-1TOP = 721.90DI-1TOP = 724.60MHTOP = 728.00DI-3CC - 8'TOP = 728.00DI-3CC - 8'TOP = 727.60DI-1TOP = 731.76DI-1TOP = 735.11DI-1TOP = 735.14DI-3BB - 8'TOP = 735.33DI-3BB - 6'TOP = 734.94DI-3BB - 6'TOP = 734.55DI-3C - 8'TOP = 735.41DI-1TOP = 738.24DI-1TOP = 739.64DI-18" WATER XING8" WATER XING8" WATER XING8" SAN XING715 745 740 735 730 725 720 710 705 750 40 40a 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 76' - 36" ADS N-12 @ 0.50% 94' - 42" ADS N-12 @ 1.01% 30' - 36" ADS N-12 @ 1.00%1.6'1.6'1.8'23' CL 1 RIP-RAP 30' - 42" ADS N-12 @ 1.00% EX. GRADE PROP. GRADE EX. GRADE 10YR HGL PROP. GRADE INSTALL CONC CRADLE CLEAR = 1.05' 10YR HGL 15+22.01 = BaseINV OUT = 722.30INV IN = 722.5516+88.09 = BaseINV OUT = 724.26INV IN = 724.3618+59.92 = BaseINV OUT = 725.22INV IN = 725.3219+14.30 = BaseINV OUT = 725.59INV IN = 725.6919+80.66 = BaseINV OUT = 726.02INV IN = 726.1220+11.16 = BaseINV OUT = 726.27INV IN = 726.37INV IN = 728.0221+00.34 = BaseINV OUT = 726.82INV IN = 726.9221+71.27 = BaseINV OUT = 727.27INV IN = 727.37INV IN = 729.0022+73.04 = BaseINV OUT = 727.88INV IN = 727.98166' - 36" ADS N- 1 2 @ 1 . 0 3 % 172' - 36" ADS N-12 @ 0.50% 54' - 36" ADS N-12 @ 0.50% 66' - 36" ADS N-12 @ 0.50% 31' - 36" ADS N-12 @ 0.50% 89' - 36" ADS N-12 @ 0.50% 71' - 36" ADS N-12 @ 0.50% 102' - 36" ADS N-12 @ 0.50%151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 94STORM SEWER PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZMATCH LINE SHEET 9550 0 50 100 SCALE: 1" = 50' 2550510SCALE: 1" = 5'NOTES: 1.ALTERNATIVE MATERIAL RCP CL III STORM PIPE MAYBE USED IN LIEU OF HDPE STORM PIPE. HOWEVER,THIS PROJECT HAS FILL HEIGHTS (DEEP FILLS) THAT EXCEED THE MAXIMUM FILL DEPTH FOR RCP CL III. CONTRACTOR IS RESPONSIBLE TO SELECT THE CLASS OF RCP PER VDOT ROAD & BRIDGE STANDARDS DETAIL PC-1 WITH REGARD TO MAXIMUM FILL HEIGHT AND CORRESPONDING CLASS OF CONCRETE PIPE. 9+50 10+00 10+50 11+00 710 715 720 725 730 735 710 715 720 725 730 735 STORM STR. 44 TO STR. 44a10+00.00 = BaseINV OUT = 716.40INV IN = 720.50INV IN = 716.6510+17.94 = BaseINV OUT = 721.40TOP = 724.60MHTOP = 729.56DI-3BB - 8'44 44a STORM STR. 40 TO STR. 66e(CONT'D) 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 720 725 730 735 740 745 750 107' - 36" ADS N-12 @ 0.50% 50' - 36" ADS N-12 @ 0.50% 228' - 24" A D S N - 1 2 @ 2 . 0 0 % 31' - 24" ADS N-12 @ 2.00% 52' - 24" ADS N-12 @ 2.00% 10' - 24" ADS N-1 2 @ 1.50 % 62' - 24" ADS N-12 @ 0.78%24+21.96 = BaseINV OUT = 728.83INV IN = 728.9325+29.29 = BaseINV OUT = 729.47INV IN = 729.5725+79.43 = BaseINV OUT = 729.82INV IN = 730.32INV IN = 731.5727+11.67 = BaseINV OUT = 730.98INV IN = 731.0827+83.85 = BaseINV OUT = 731.44INV IN = 731.94INV IN = 731.9430+11.91 = BaseINV OUT = 736.50INV IN = 736.75INV IN = 737.2530+43.12 = BaseINV OUT = 737.37INV IN = 737.62INV IN = 738.1230+95.12 = BaseINV OUT = 738.66INV IN = 738.9131+63.25 = BaseINV OUT = 739.93INV IN = 740.1831+73.25 = BaseINV OUT = 740.33INV IN = 740.4332+34.76 = BaseINV OUT = 740.91INV IN = 741.6634+19.37 = BaseINV OUT = 742.58INV IN = 742.8334+29.36 = BaseINV OUT = 742.88TOP = 740.15DI-1TOP = 738.80DI-3B - 8'TOP = 738.27DI-3C - 8'TOP = 738.14DI-3B - 8' (SAG)TOP = 738.19DI-3B - 6'TOP = 742.22DI-3B - 6'TOP = 742.84DI-3B - 8'TOP = 743.08DI-3B - 8'TOP = 744.30DI-1TOP = 745.04DI-3B - 8'TOP = 745.54DI-3B - 8'TOP = 747.04DI-3B - 8'TOP = 745.30DI-18" WATER XING8" WATER XING12" WATER XING745 740 735 730 725 720 750 57 58 59 60 61 64 65 66 66a 66b 66c 66d 66e 185' - 15" ADS N-12 @ 0.50% 10' - 15" ADS N-12 @ 0.50%68' - 24" ADS N-12 @ 1 . 5 0 %1.5'1.7'132' - 30" ADS N-12 @ 0.50%1.5'72' - 30" ADS N-12 @ 0.50% 18' - 1 5" ADS N- 1 2 @ 5.0 2 % PROP. GRADE COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS EX. GRADE 10YR HGL 76' - 36" ADS N-12 @ 0.50% EX. GRADE 10YR HGL PROP. GRADE EX. GRADE PROP. GRADE 10YR HGL 9+50 10+00 10+50 11+00 11+50 715 720 725 730 735 715 720 725 730 735 46a 46c 10+00.00 = BaseINV OUT = 723.05INV IN = 723.30INV IN = 723.3010+96.78 = BaseINV OUT = 724.00TOP = 731.36DI-3BB - 4'TOP = 732.94DI-3BB - 4'4" SAN LATLOT 105STORM STR. 46a TO STR. 46c4" SAN LATLOT 1044" SAN LATLOT 1034" SAN LATLOT 1029+50 10+00 10+50 11+00 11+50 12+00 710 715 720 725 730 735 710 715 720 725 730 735 30' - 15" ADS N-12 @ 0.50% 46 46a 46b 10+00.00 = BaseINV OUT = 718.15INV IN = 720.15INV IN = 722.0011+45.10 = BaseINV OUT = 723.05INV IN = 723.30INV IN = 723.3011+75.10 = BaseINV OUT = 723.45TOP = 728.00DI-3CC - 8'TOP = 731.36DI-3BB - 4'TOP = 731.35DI-3BB - 8'8" WATER XINGSTORM STR. 46 TO STR. 46b 145' - 15" A D S N - 1 2 @ 2 . 0 0 % PROP. GRADE EX. GRADECOMPACT FILL AS REQUIRED IN THE SPECIFICATIONS 10YR HGL EX. GRADE COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS PROP. GRADE 10YR HGL INSTALL CONC CRADLE CLEAR = 0.60' INSTALL CONC CRADLE CLEAR = 1.42' INSTALL CONC CRADLE CLEAR = 1.36' INSTALL CONC CRADLE CLEAR = 0.89' 97' - 15" ADS N-12 @ 0.72% 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 715 720 725 730 735 740 745 715 720 725 730 735 740 745 52 52a 52b TOP = 734.94DI-3B - 6'TOP = 736.69DI-3B - 4'TOP = 740.42DI-3B - 4'4" SAN LAT - LOT 1454" SAN LAT - LOT 1444" SAN LAT - LOT 1434" SAN LAT - LOT 1424" SAN LAT - LOT 1414" SAN LAT - LOT 1404" SAN LATLOT 1468" WATERXINGPROP. GRADE 10YR HGL EX. GRADE INSTALL CONC CRADLE CLEAR = 0.59' STORM STR. 52 TO STR. 52b 104' - 15" ADS N-12 @ 0.65% 175' - 15" A D S N - 1 2 @ 2 . 3 2 %10+00.00 = BaseINV OUT = 726.27INV IN = 728.02INV IN = 726.3711+03.88 = BaseINV OUT = 728.70INV IN = 728.9512+78.60 = BaseINV OUT = 733.009+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 705 710 715 720 725 730 735 740 705 710 715 720 725 730 735 740 33' - 18" ADS N-12 @ 1.99% 83' - 18" A D S N - 1 2 @ 2.00% 52' - 15" ADS N-12 @ 2.03% 29' - 15" ADS N-12 @ 0.52% 41 41a 41b 41c 41d 41e 41f 10+00.00 = BaseINV OUT = 713.57INV IN = 719.34INV IN = 713.8210+33.18 = BaseINV OUT = 720.00INV IN = 723.5511+16.10 = BaseINV OUT = 725.21INV IN = 725.4611+35.90 = BASE 5'INV OUT = 725.96INV IN = 726.7011+87.56 = BaseINV OUT = 727.75INV IN = 728.0012+16.60 = BaseINV OUT = 728.15INV IN = 728.4012+46.60 = BaseINV OUT = 728.55INV IN = 728.55TOP = 724.40DI-1TOP = 730.94DI-1TOP = 734.93MHTOP = 734.46DI-3BB - 8'TOP = 734.00DI-1 - 6'TOP = 732.78DI-3B - 8'TOP = 732.78DI-3B - 8'8" SAN XING8" SAN XING12" WATER XING12" WATER XINGSTORM STR. 41 TO STR. 41f2.1'2.6'30' - 15" ADS N-12 @ 0.50% 20' - 18" ADS N-12 @ 2.50% COMPACT FILL AS REQUIRED IN THE SPECIFICATIONS EX. GRADE PROP. GRADE 10YR HGL INSTALL CONC CRADLE CLEAR = 0.52' INSTALL CONC CRADLE CLEAR = 0.75'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 95STORM SEWER PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZMATCH LINE SHEET 9450 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5'NOTES: 1.ALTERNATIVE MATERIAL RCP CL III STORM PIPE MAYBE USED IN LIEU OF HDPE STORM PIPE. HOWEVER,THIS PROJECT HAS FILL HEIGHTS (DEEP FILLS) THAT EXCEED THE MAXIMUM FILL DEPTH FOR RCP CL III. CONTRACTOR IS RESPONSIBLE TO SELECT THE CLASS OF RCP PER VDOT ROAD & BRIDGE STANDARDS DETAIL PC-1 WITH REGARD TO MAXIMUM FILL HEIGHT AND CORRESPONDING CLASS OF CONCRETE PIPE. 9+50 10+00 10+50 11+00 11+50 12+00 725 730 735 740 745 750 725 730 735 740 745 750 137' - 15" ADS N-12 @ 0.50% 54e 54k 10+00.00 = BaseINV OUT = 734.23INV IN = 734.48INV IN = 734.4811+36.69 = BaseINV OUT = 735.17STORM STR. 54e TO STR. 54kTOP = 741.19DI-1TOP = 738.67DI-19+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 720 725 730 735 740 745 750 720 725 730 735 740 745 750 105' - 15" A D S N - 1 2 @ 2.26% 103' - 15" ADS N-12 @ 0.50% 66' - 15" ADS N-12 @ 0.50% 99' - 15" ADS N-12 @ 0.50% 103' - 15" ADS N-12 @ 0.50% 43' - 1 5" ADS N- 1 2 @ 5.0 0 % 43' - 15" ADS N-12 @ 1.30% 35' - 15" ADS N-12 @ 0.98% 31' - 15" ADS N-12 @ 0.51% 79' - 15" ADS N-12 @ 0.51% 54 54a 54b 54c 54d 54e 54f 54g 54h 54i 54j 10+00.00 = BaseINV OUT = 727.27INV IN = 729.00INV IN = 727.3711+05.00 = BaseINV OUT = 731.37INV IN = 731.6212+07.82 = BaseINV OUT = 732.13INV IN = 732.3812+74.05 = BaseINV OUT = 732.71INV IN = 732.9613+73.47 = BaseINV OUT = 733.46INV IN = 733.7114+76.76 = BaseINV OUT = 734.23INV IN = 734.48INV IN = 734.4815+19.91 = BaseINV OUT = 736.64INV IN = 736.8915+63.05 = BaseINV OUT = 737.45INV IN = 737.7015+97.77 = BaseINV OUT = 738.04INV IN = 738.2916+28.88 = BaseINV OUT = 738.45INV IN = 738.7017+07.62 = BaseINV OUT = 739.10TOP = 735.41DI-1TOP = 737.17DI-3B - 8'TOP = 739.96DI-3B - 4'TOP = 741.74DI-3BB - 4'TOP = 744.54DI-3BB - 4'TOP = 741.19DI-1TOP = 741.71DI-1TOP = 742.26DI-1TOP = 742.61DI-1TOP = 742.79DI-1TOP = 743.18DI-11.5'8" WATER XINGSTORM STR. 54 TO STR. 54j EX. GRADE PROP. GRADE 10YR HGL EX. GRADE PROP. GRADE 10YR HGL 61b 9+50 10+00 10+50 11+00 720 725 730 735 740 745 720 725 730 735 740 745 9+50 10+00 10+50 11+00 720 725 730 735 740 745 720 725 730 735 740 745 9+50 10+00 10+50 11+00 725 730 735 740 745 725 730 735 740 745 9+50 10+00 10+50 11+00 11+50 730 735 740 745 750 730 735 740 745 750 65' - 1 5" ADS N- 1 2 @ 5. 0 0 % 59 59a 10+00.00 = BaseINV OUT = 729.82INV IN = 731.57INV IN = 730.3210+64.65 = BaseINV OUT = 734.80STORM STR. 59 TO STR. 59a 42' - 24" ADS N-12 @ 0.50% 61 61a 10+00.00 = BaseINV OUT = 731.44INV IN = 731.94INV IN = 733.8510+42.24 = BaseINV OUT = 732.15INV IN = 732.40STORM STR. 61 TO STR. 61b 64 64a 12" WATERXINGSTORM STR. 64 TO STR. 64a 65 65a 65b 10+00.00 = BaseSTORM STR. 65 TO STR. 65bTOP = 738.27DI-3CC - 8'TOP = 741.00DI-3B - 8'TOP = 738.19DI-3B - 6'TOP = 738.07DI-3B - 6'TOP = 742.22DI-3B - 6'TOP = 742.00DI-1TOP = 742.84DI-3B - 8'TOP = 744.17DI-3B - 8'TOP = 743.92DI-3B - 8'10+65.32 = FUTURE PHASE 210+68.25 = (Temporary)INV IN = 732.5588' - 15" ADS N - 1 2 @ 1.50% 41' - 15" ADS N-12 @ 1.50%INV OUT = 737.37INV IN = 738.12INV IN = 737.6210+88.45 = BaseINV OUT = 739.45INV IN = 739.7011+29.24 = BaseINV OUT = 740.3151' - 15" ADS N-1 2 @ 2.50 %10+00.00 = BaseINV OUT = 736.50INV IN = 737.25INV IN = 736.7510+51.49 = BaseINV OUT = 738.54PROP. GRADE EX. GRADE 10YR HGL 23' - 24" ADS N-12 @ 0.50% 10YR HGL PROP. GRADE 10 YR HGL EX. GRADE PROP. GRADE EX. GRADE PROP. GRADE EX. GRADE 10YR HGL TEMPORARY PIPE EXTENSION = 3' - 24" ADS N-12 @ 0.50% INSTALL CONC CRADLE CLEAR = 1.22'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 96STORM SEWER PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZ 50 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5'NOTES: 1.ALTERNATIVE MATERIAL RCP CL III STORM PIPE MAYBE USED IN LIEU OF HDPE STORM PIPE. HOWEVER,THIS PROJECT HAS FILL HEIGHTS (DEEP FILLS) THAT EXCEED THE MAXIMUM FILL DEPTH FOR RCP CL III. CONTRACTOR IS RESPONSIBLE TO SELECT THE CLASS OF RCP PER VDOT ROAD & BRIDGE STANDARDS DETAIL PC-1 WITH REGARD TO MAXIMUM FILL HEIGHT AND CORRESPONDING CLASS OF CONCRETE PIPE. 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 700 705 710 715 720 725 730 700 705 710 715 720 725 730 8" SAN XING74 74a 74b STORM STR. 74 TO STR. 74bTOP = 720.67DI-3B - 8'TOP = 724.97DI-3B - 8'TOP = 724.97DI-3B - 8'208' - 15" A D S N - 1 2 @ 2 . 2 1 % 32' - 15" ADS N-12 @ 0.50%10+00.00 = BaseINV OUT = 716.55INV IN = 716.65INV IN = 716.6512+08.11 = BaseINV OUT = 721.24INV IN = 721.3112+40.11 = BaseINV OUT = 721.47EX. GRADE PROP. GRADE 10YR HGL 2.1'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 705 710 715 720 725 730 735 705 710 715 720 725 730 735 EX1 EX2 73 74 75 76 77 77a TOP = 716.00TOP = 720.39EX. DI-3C - 6'TOP = 720.67DI-3B - 8'TOP = 720.67DI-3B - 8'TOP = 722.40DI-1TOP = 724.26DI-3B - 8'TOP = 725.82DI-3B - 8'TOP = 726.02DI-112" WATER XING8" WATER XING8" SAN XINGSTORM STR. EX 1 TO STR. 77a1.8'PROP. GRADE EX. GRADE 10YR HGL 32' - 18" ADS N-12 @ 0.59% 46' - 18" ADS N-12 @ 1.86% 117' - 18" ADS N-12 @ 0 . 8 1 % 174' - 18" ADS N-12 @ 0.50% 84' - 15" ADS N - 1 2 @ 1.37% 84' - 15" A D S N - 1 2 @ 1.91% 36' - 15" ADS N - 1 2 @ 3.1 0 %10+00.00 = ES-1 (18)INV OUT = 714.2111+17.15 = BaseINV OUT = 715.16INV IN = 715.26INV IN = 715.1611+62.80 = BaseINV OUT = 716.11INV IN = 716.3611+94.80 = BaseINV OUT = 716.55INV IN = 716.80INV IN = 716.6513+69.29 = BaseINV OUT = 717.67INV IN = 718.1714+52.99 = BaseINV OUT = 719.32INV IN = 719.5715+36.71 = BaseINV OUT = 721.17INV IN = 721.4215+72.25 = BaseINV OUT = 722.52INV IN = 722.52INSTALL CONC CRADLE CLEAR = 1.02'2.0'1.7'8" WATERXING9+50 10+00 10+50 11+00 11+50 720 725 730 735 740 745 720 725 730 735 740 745 9+50 10+00 10+50 11+00 11+50 12+00 720 725 730 735 740 720 725 730 735 740 67 68 10+00.00= BaseINV OUT=729.3911+21.37= BaseINV OUT=730.00TOP=733.64DI-3B - 6'EW-1 (15")9+50 10+00 10+50 11+00 730 735 740 745 730 735 740 745 70' - 30 " ADS N- 1 2 @ 2.94% 69 70 TOP = 735.72TOP = 734.7810+70.05 = EW-1INV IN = 734.78 (CHANNEL)INV OUT = 734.28 (CULVERT)10+00 = EW-1INV IN = 732.72 (CHANNEL)10+28.75 = EX. CULVERTTO BE REMOVEDINV OUT = 732.22 (CULVERT)STORM STR. 69 TO STR. 70 121' - 15" ADS N-12 @0.50% STORM STR. 67 TO STR. 68 10+27.49 = EW-1 (15)INV OUT = 741.2810+00 = EW-1 (15)INV OUT = 741.149897 STORM STR. 98 TO STR. 97 EX. 41' - 15" CMP @ 1.45% COUNTER-SINK CULVERT 0.5' BELOW EX CHANNEL PROP. GRADE EX. GRADE 10YR HGL EX. GRADE PROP. GRADE 10 YR HGL 11.5' CL 1 RIP-RAP 27' - 15" ADS HP @ 0.50% EX. GRADE PROP. GRADE 10' CL 1 RIP-RAP 10' CL 1 RIP-RAP 9+50 10+00 10+50 11+00 11+50 720 725 730 735 740 745 720 725 730 735 740 745 20' -15" ADS N-1 2 @ 2.00 % 20' - 15" ADS N-1 2 @ 2.00 % 71 72 72A 72B 10+00.00 = EW-1 (15)INV OUT = 733.1410+23.37 = BaseINV OUT = 733.2610+43.37 = BaseINV OUT = 733.9110+63.37 = BaseINV OUT = 734.56TOP = 738.50DI-3B - 6'TOP = 738.46DI-3C - 6'TOP = 738.52DI-3B - 6'INV IN = 733.51INV IN = 734.16PROP. GRADE EX. GRADE 10YR HGL 10' CL 1 RIP-RAP 23' - 15" ADS N-12 @ 0.50% STORM STR. 71 TO STR. 72B 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 97STORM SEWER PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZ 50 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5'NOTES: 1.ALTERNATIVE MATERIAL RCP CL III STORM PIPE MAYBE USED IN LIEU OF HDPE STORM PIPE. HOWEVER,THIS PROJECT HAS FILL HEIGHTS (DEEP FILLS) THAT EXCEED THE MAXIMUM FILL DEPTH FOR RCP CL III. CONTRACTOR IS RESPONSIBLE TO SELECT THE CLASS OF RCP PER VDOT ROAD & BRIDGE STANDARDS DETAIL PC-1 WITH REGARD TO MAXIMUM FILL HEIGHT AND CORRESPONDING CLASS OF CONCRETE PIPE. 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 98STORM SEWER INLET COMPSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1**STORM STRUCTURES 36a, 37, 37a-37c, 61b, AND 61c-61k ARE ASSOCIATED WITH FUTURE PHASE 2 AND ARE SHOWN FOR FUTURE STORMWATER RUNOFF PEAK FLOWS FOR COMPUTATIONAL PURPOSES ONLY. ** ** 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 99STORM SEWER HGL COMPSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1**STORM STRUCTURES 36a, 37, 37a-37c, 61b, AND 61c-61k ARE ASSOCIATED WITH FUTURE PHASE 2 AND ARE SHOWN FOR FUTURE STORMWATER RUNOFF PEAK FLOWS FOR COMPUTATIONAL PURPOSES ONLY. ** ** ** ** ** 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A100STORM SEWER PIPE COMPS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/20/2025KASSDP #04-251217826R.02ARBOR GLEN PHASE 1 PHASE 1 ****STORM STRUCTURES 36a, 37, 37a-37c, 61b, AND 61c-61kARE ASSOCIATED WITH FUTURE PHASE 2 AND ARESHOWN FOR FUTURE STORMWATER RUNOFF PEAKFLOWS FOR COMPUTATIONAL PURPOSES ONLY.2-YR10-YR2-YR10-YR** 700 745 740 735 730 725 720 715 710 7052.1'5.4'6.3'5.7'5.5'2.2'2.8'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 700 705 710 715 720 725 730 735 740 745 EX 9 A B C D E F G H J 10+00.00=EXINV OUT=712.25INV IN=712.4510+14.40=AINV OUT=712.52INV IN=712.7210+60.73=BINV OUT=712.95INV IN=713.1511+86.15=CINV OUT=713.78INV IN=713.9812+27.94=DINV OUT=714.19INV IN=714.3914+18.04=EINV OUT=715.34INV IN=715.5414+45.64=FINV OUT=715.68INV IN=715.88INV IN=715.8822+15.49=JINV OUT=720.33INV IN=720.53EX. TOP=719.69TOP=720.00TOP=720.50TOP=721.50TOP=721.80TOP = 723.01TOP = 723.53TOP = 728.44TOP=734.26TOP=739.208" WATER XING4" SAN LAT - LOT 2304" SAN LAT - LOT 2314" SAN LAT - LOT 2324" SAN LAT - LOT 2334" SAN LAT - LOT 2344" SAN LAT - LOT 2354" SAN LAT - LOT 2364" SAN LAT - LOT 2374" SAN LAT - LOT 2384" SAN LAT - LOT 2394" SAN LAT - LOT 2404" SAN LAT - LOT 2424" SAN LAT - LOT 2434" SAN LAT - LOT 2444" SAN LAT - LOT 2454" SAN LAT - LOT 2464" SAN LAT - LOT 2474" SAN LAT - LOT 1724" SAN LAT - LOT 1734" SAN LAT - LOT 1744" SAN LAT - LOT 1754" SAN LAT - LOT 1954" SAN LAT - LOT 1764" SAN LAT - LOT 1944" SAN LAT - LOT 1774" SAN LAT - LOT 1934" SAN LAT - LOT 1784" SAN LAT - LOT 1924" SAN LAT - LOT 1794" SAN LAT - LOT 1914" SAN LAT - LOT 1804" SAN LAT - LOT 1814" SAN LAT - LOT 1824" SAN LAT - LOT 1894" SAN LAT - LOT 1834" SAN LAT - LOT 1844" SAN LAT - LOT 1884" SAN LAT - LOT 1874" SAN LAT - LOT 1864" SAN LAT - LOT 18515" STM XING4" SAN LAT - LOT 2294" SAN LAT - LOT 24115" STM XING4" SAN LAT - LOT 19015" STM XING46' - 8" SDR 26 @0.50% 125' - 8" SDR 26 @0.50% 42' - 8" SDR 26 @0.50% 190' - 8" DIP - CL 52 @0.50% 14' - 8" SDR 26 @0.50% 226' - 8" SDR 26 @0.50% 196' - 8" SDR 26 @0.50% 263' - 8" SDR 26 @0.50% MH "EX" - MH "R1"12" WATERXING8" WATERXING281' - 8" SDR 26 @ 0.57% 28' - 8" SDR 26 @0.50% EX. GRADE PROP. GRADE EX. GRADE PROP. GRADE INV IN=713.15(STUB FOR FUTURE PHASE 2)19+89.44 = HINV OUT = 719.00INV IN = 719.20INV IN = 719.2017+08.44 = GINV OUT = 717.19INV IN = 717.39INV IN = 717.39FUTURE 8" WATER XING1.7'APPROX. FUTURE GRADE 745 740 735 730 725 720 715 710 1.7'24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 710 715 720 725 730 735 740 745 K L M N O P Q R R1 24+11.72=KINV OUT=721.51INV IN=721.7127+27.21=LINV OUT=723.29INV IN=723.49INV IN=723.4929+36.91=MINV OUT=726.37INV IN=726.5731+62.98=NINV OUT=727.70INV IN=727.90INV IN=727.9034+03.15=OINV OUT=729.10INV IN=729.3034+35.98=PINV OUT=729.46INV IN=729.6636+47.96=QINV OUT=731.05INV IN=731.2536+88.07=RINV OUT=731.45INV IN=731.6537+53.45=R1INV OUT=732.00TOP = 740.41TOP = 735.58TOP=739.97TOP=739.71TOP = 742.20TOP=743.12TOP=741.97TOP=740.73TOP=738.698" WATER XING4" SAN LAT - LOT 1474" SAN LAT - LOT 1484" SAN LAT - LOT 1494" SAN LAT - LOT 1504" SAN LAT - LOT 1514" SAN LAT - LOT 1524" SAN LAT - LOT 1534" SAN LAT - LOT 1544" SAN LAT - LOT 1464" SAN LAT - LOT 1454" SAN LAT - LOT 1444" SAN LAT - LOT 1434" SAN LAT - LOT 1424" SAN LAT - LOT 1554" SAN LAT - LOT 1414" SAN LAT - LOT 1564" SAN LAT - LOT 1574" SAN LAT - LOT 1584" SAN LAT - LOT 1394" SAN LAT - LOT 1594" SAN LAT - LOT 1384" SAN LAT - LOT 1604" SAN LAT - LOT 1374" SAN LAT - LOT 1614" SAN LAT - LOT 1364" SAN LAT - LOT 1624" SAN LAT - LOT 1354" SAN LAT - LOT 1634" SAN LAT - LOT 1344" SAN LAT - LOT 1644" SAN LAT - LOT 1334" SAN LAT - LOT 1654" SAN LAT - LOT 1664" SAN LAT - LOT 1674" SAN LAT - LOT 1324" SAN LAT - LOT 1314" SAN LAT - LOT 1304" SAN LAT - LOT 1294" SAN LAT - LOT 1284" SAN LAT - LOT 1274" SAN LAT - LOT 1264" SAN LAT - LOT 1254" SAN LAT - LOT 1244" SAN LAT - LOT 1234" SAN LAT - LOT 1224" SAN LAT - LOT 1214" SAN LAT - LOT 1204" SAN LAT - LOT 1194" SAN LAT - LOT 11830" STM XING30" STM XING4" SAN LAT - LOT 140315' - 8" SDR 26 @0.50% 210' - 8" SDR 2 6 @ 1 . 3 7 % 226' - 8" SDR 26 @0.50% 240' - 8" SDR 26 @0.50% 40' - 8" SDR 26 @0.50% 33' - 8" SDR 35/26 @0.50% MH "EX" - MH "R1" (CONT'D)12" WATERXINGINSTALL CONC CRADLE CLEAR = 1.2' EX. GRADE PROP. GRADE EX. GRADE PROP. GRADE 6.1'4" SAN LAT - LOT 1164" SAN LAT - LOT 1154" SAN LAT - LOT 1144" SAN LAT - LOT 11765' - 8" SDR 26 @0.54% 212' - 8" SDR 26 @0.66%151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 101SANITARY SEWER PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZMATCH LINE SEE BELOW50 0 50 100 SCALE: 1" = 50' 25 MATCH LINE SEE ABOVE50050100SCALE: 1" = 50'25FREDERICK WATER NOTE: 1.BENDS ARE NOT PERMITTED OF FREDERICK WATER'S PORTION OF SANITARY SEWER LATERALS. GREATER THAN 2% SLOPE IS ACCEPTABLE IF OTHER REQUIREMENTS ARE MET.FREDERICK WATER NOTE: 1.BENDS ARE NOT PERMITTED OF FREDERICK WATER'S PORTION OF SANITARY SEWER LATERALS. GREATER THAN 2% SLOPE IS ACCEPTABLE IF OTHER REQUIREMENTS ARE MET. 2.4'4.9'2.9'3.3'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 705 710 715 720 725 730 735 740 705 710 715 720 725 730 735 740 F S T U V W X Y Z Z1 10+00.00=FINV OUT=715.68INV IN=715.88INV IN=715.8811+97.94=SINV OUT=716.87INV IN=717.0714+20.88=TINV OUT=718.18INV IN=718.3816+31.38=UINV OUT=719.43INV IN=719.6318+42.05=VINV OUT=720.68INV IN=720.88INV IN=720.8818+79.81=WINV OUT=721.07INV IN=721.2719+24.05=XINV OUT=721.49INV IN=721.6921+21.62=YINV OUT=722.68INV IN=722.88INV IN=722.8824+02.62=ZINV OUT=724.28INV IN=724.48INV IN=724.4824+43.44=Z1INV OUT=724.68TOP = 723.53TOP = 727.33TOP = 733.14TOP = 735.30TOP = 731.66TOP = 731.55TOP = 732.41TOP = 735.82TOP = 733.68TOP = 732.2515" STM XING12" WATER XING30" STM XING15" STM XING4" SAN LAT - LOT 2184" SAN LAT - LOT 2194" SAN LAT - LOT 2204" SAN LAT - LOT 2214" SAN LAT - LOT 2224" SAN LAT - LOT 2234" SAN LAT - LOT 2244" SAN LAT - LOT 2254" SAN LAT - LOT 2264" SAN LAT - LOT 2274" SAN LAT - LOT 2284" SAN LAT - LOT 464" SAN LAT - LOT 454" SAN LAT - LOT 444" SAN LAT - LOT 434" SAN LAT - LOT 424" SAN LAT - LOT 414" SAN LAT - LOT 404" SAN LAT - LOT 394" SAN LAT - LOT 384" SAN LAT - LOT 374" SAN LAT - LOT 364" SAN LAT - LOT 354" SAN LAT - LOT 214" SAN LAT - LOT 154" SAN LAT - LOT 144" SAN LAT - LOT 114" SAN LAT - LOT 104" SAN LAT - LOT 94" SAN LAT - LOT 84" SAN LAT - LOT 74" SAN LAT - LOT 64" SAN LAT - LOT 54" SAN LAT - LOT 44" SAN LAT - LOT 24" SAN LAT - LOT 224" SAN LAT - LOT 204" SAN LAT - LOT 194" SAN LAT - LOT 184" SAN LAT - LOT 174" SAN LAT - LOT 164" SAN LAT - LOT 134" SAN LAT - LOT 124" SAN LAT - LOT 34" SAN LAT - LOT 115" STM XING198' - 8" SDR 26 @0.50% 223' - 8" SDR 26 @0.50% 211' - 8" SDR 26 @0.50% 211' - 8" SDR 26 @0.50% 38' - 8" SDR 26 @0.50% 44' - 8" SDR 26 @0.50% 198' - 8" SDR 26 @0.50% 281' - 8" SDR 26 @0.50% 41' - 8" SDR 26 @0.50%30" STMXING4" SAN LATLOT 229MH "F" - MH "Z1" INSTALL CONC ARCH CLEAR = 0.73' EX. GRADE PROP. GRADE PROP. GRADE EX. GRADE INSTALL CONC CRADLE CLEAR = 0.86'7.0'5.0'5.2'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 705 710 715 720 725 730 735 740 705 710 715 720 725 730 735 740 V V1 V2 TOP = 731.66TOP=731.56TOP=735.678" WATER XING30" STM XING12" WATER XING4" SAN LAT - LOT 234" SAN LAT - LOT 254" SAN LAT - LOT 264" SAN LAT - LOT 274" SAN LAT - LOT 284" SAN LAT - LOT 294" SAN LAT - LOT 304" SAN LAT - LOT 314" SAN LAT - LOT 324" SAN LAT - LOT 334" SAN LAT - LOT 244" SAN LAT - LOT 34MH "V" - MH "V2" EX. GRADE PROP. GRADE 87' - 8" SDR 26 @ 0.50% 265' - 8" S D R 2 6 @ 2 . 7 5 %10+00.00 = VINV OUT = 720.68INV IN = 720.88INV IN = 720.8810+87.34 = V1INV OUT = 721.32INV IN = 721.5213+52.68 = V2INV OUT = 728.826.3'MH "Y" - MH "Y1" 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 710 715 720 725 730 735 740 745 710 715 720 725 730 735 740 745 Y Y1 10+00.00 = YINV OUT = 722.68INV IN = 722.88INV IN = 722.8813+73.55 = Y1INV OUT = 730.50TOP = 735.82TOP = 740.64374' - 8" S D R 2 6 @ 2 . 0 4 %12" WATER XING30" STM XING30" STM XING4" SAN LAT - LOT 584" SAN LAT - LOT 604" SAN LAT - LOT 614" SAN LAT - LOT 624" SAN LAT - LOT 634" SAN LAT - LOT 644" SAN LAT - LOT 654" SAN LAT - LOT 664" SAN LAT - LOT 674" SAN LAT - LOT 684" SAN LAT - LOT 694" SAN LAT - LOT 594" SAN LAT - LOT 574" SAN LAT - LOT 564" SAN LAT - LOT 554" SAN LAT - LOT 544" SAN LAT - LOT 534" SAN LAT - LOT 524" SAN LAT - LOT 514" SAN LAT - LOT 504" SAN LAT - LOT 494" SAN LAT - LOT 484" SAN LAT - LOT 134" SAN LAT - LOT 47, 705.5'3.1'5.4'9.8'PROP. GRADE EX. GRADE 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 710 715 720 725 730 735 740 710 715 720 725 730 735 740 Z Z2 10+00.00 = ZINV OUT = 724.28INV IN = 724.48INV IN = 724.4813+75.10 = Z2INV OUT = 729.00TOP = 733.68TOP = 738.813.3'12" WATER XING15" STM XING375' - 8" SDR 2 6 @ 1 . 2 1 %4" SAN LAT - LOT 824" SAN LAT - LOT 814" SAN LAT - LOT 834" SAN LAT - LOT 794" SAN LAT - LOT 784" SAN LAT - LOT 874" SAN LAT - LOT 764" SAN LAT - LOT 754" SAN LAT - LOT 884" SAN LAT - LOT 744" SAN LAT - LOT 734" SAN LAT - LOT 934" SAN LAT - LOT 944" SAN LAT - LOT 804" SAN LAT - LOT 844" SAN LAT - LOT 854" SAN LAT - LOT 864" SAN LAT - LOT 774" SAN LAT - LOT 894" SAN LAT - LOT 904" SAN LAT - LOT 814" SAN LAT - LOT 924" SAN LAT - LOT 724" SAN LAT - LOT 954" SAN LAT - LOT 3MH "Z" - MH "Z2" INSTALL CONC CRADLE CLEAR = 0.50' EX. GRADE PROP. GRADE 6.7'9.1'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 102SANITARY SEWER PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZ 50 0 50 100 SCALE: 1" = 50' 25 50050100SCALE: 1" = 50'25FREDERICK WATER NOTE: 1.BENDS ARE NOT PERMITTED OF FREDERICK WATER'S PORTION OF SANITARY SEWER LATERALS. GREATER THAN 2% SLOPE IS ACCEPTABLE IF OTHER REQUIREMENTS ARE MET. 6.4'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 710 715 720 725 730 735 740 710 715 720 725 730 735 740 G G1 10+00.00=GINV OUT=717.19INV IN=717.39INV IN=717.3913+46.92=G1INV OUT=727.80TOP = 728.44TOP=736.6415" STM XING18" STM XING4" SAN LAT - LOT 2174" SAN LAT - LOT 1964" SAN LAT - LOT 2164" SAN LAT - LOT 1974" SAN LAT - LOT 2154" SAN LAT - LOT 1984" SAN LAT - LOT 2144" SAN LAT - LOT 1994" SAN LAT - LOT 2134" SAN LAT - LOT 2004" SAN LAT - LOT 2124" SAN LAT - LOT 2014" SAN LAT - LOT 2114" SAN LAT - LOT 2024" SAN LAT - LOT 2104" SAN LAT - LOT 2034" SAN LAT - LOT 2094" SAN LAT - LOT 2044" SAN LAT - LOT 2084" SAN LAT - LOT 2054" SAN LAT - LOT 207MH "G" - MH "G1" INSTALL CONC ARCH CLEAR = 1.1' EX. GRADE PROP. GRADE 8.1'347' - 8 " S D R 2 6 @ 3 . 0 0 %7.2'9+50 10+00 10+50 11+00 710 715 720 725 730 735 740 710 715 720 725 730 735 740 H I 10+00.00=HINV OUT=719.00INV IN=719.20INV IN=719.2010+25.89=IINV OUT=720.49TOP=734.26TOP=734.004" SAN LAT - LOT 17126'- 8" SDR 2 6 @5.0 0 % MH "H" - MH "I"12" WATERXINGEX. GRADE PROP. GRADE 1.8'6.5'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 710 715 720 725 730 735 740 710 715 720 725 730 735 740 L L1 L2 10+00.00=LINV OUT=723.29INV IN=723.49INV IN=723.4912+50.10=L1INV OUT=724.74INV IN=724.9412+83.40=L2INV OUT=725.11TOP = 735.58TOP = 732.20TOP = 731.728" WATER XING36" STM XING4" SAN LAT - LOT 1134" SAN LAT - LOT 964" SAN LAT - LOT 974" SAN LAT - LOT 1124" SAN LAT - LOT 984" SAN LAT - LOT 1114" SAN LAT - LOT 994" SAN LAT - LOT 1104" SAN LAT - LOT 1004" SAN LAT - LOT 1094" SAN LAT - LOT 1084" SAN LAT - LOT 1014" SAN LAT - LOT 1074" SAN LAT - LOT 1024" SAN LAT - LOT 1064" SAN LAT - LOT 1034" SAN LAT - LOT 1044" SAN LAT - LOT 10533'- 8" 8" DIP - CL 52 @ 0.50% 250' - 8" SDR 26 @0.50% MH "L" - MH "L2" PROP. GRADE EX. GRADE 6.0'LATERALS BETWEEN MANHOLES "L1" & "L2" SHALL BE 4" DIP - CL 52 5.3'9+50 10+00 10+50 11+00 715 720 725 730 735 740 745 715 720 725 730 735 740 745 N N1 10+00.00=NINV OUT=727.70INV IN=727.90INV IN=727.9010+53.79=N1INV OUT=730.59TOP=739.71TOP=738.438" WATER XING4" SAN LAT - LOT 1694" SAN LAT - LOT 1704" SAN LATLOT 168MH "N" - MH "N1" PROP. GRADE EX. GRADE 54' - 8" SDR 26 @ 5.00%151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 103SANITARY SEWER PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZ 50 0 50 100 SCALE: 1" = 50' 2550050100SCALE: 1" = 50'25FREDERICK WATER NOTE: 1.BENDS ARE NOT PERMITTED OF FREDERICK WATER'S PORTION OF SANITARY SEWER LATERALS. GREATER THAN 2% SLOPE IS ACCEPTABLE IF OTHER REQUIREMENTS ARE MET. 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 104SANITARY LATERAL TABLESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1 1.5'1.5'2.6'4.2'6.0'5.7'6.2'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 715 720 725 730 735 740 715 720 725 730 735 740 24" STM XING30" STM XING15" STMXING10+00 = 10+00 MISTFLOWER WAY W/L,10+00 MISTFLOWER STUB W/L,12"x12" TEE, 3-12" GV12+88.45 = 10+00 CRABAPPLE STW/L, 10+00 CRABAPPLE STUB W/L,12"x8" CROSS, 2-12" GV, 2-8" GV15+93.72 = 12" GV, 45° BEND, 12"X6" REDUC., FH ASSEMBLY12" W/L DIP CL 52 12" W/L DIP CL 52 RHONDA DR WATER LINE EX. GRADE PROP. GRADE 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 710 715 720 725 730 735 740 710 715 720 725 730 735 740 10+00 = 10+00 RHONDA DR W/L,10+00 MISTFLOWER WAY STUB W/L,12"x12" TEE, 3-12" GV10+59.99 = 12"x6" TEE, 1-6" GV, FH ASSEMBLY10+97.67 = 10+00 LOVAGE DR W/L 2,12"x12" TEE, 3-12" GV12+27.47 = 45° BEND12+31.08 = 45° BEND13+29.79 = 45° BEND13+32.51 = 45° BEND13+50.29 =45° BEND13+53.00 = 45° BEND15" STM XING1.5'4" SAN LAT XING - LOT 1714" SAN LAT XING - LOT 1724" SAN LAT XING - LOT 1734" SAN LAT XING - LOT 1744" SAN LAT XING - LOT 1754" SAN LAT XING - LOT 1764" SAN LAT XING - LOT 1774" SAN LAT XING - LOT 1784" SAN LAT XING - LOT 1794" SAN LAT XING - LOT 1804" SAN LAT XING - LOT 1814" SAN LAT XING - LOT 1824" SAN LAT XING - LOT 1834" SAN LAT XING - LOT 18414+63.99 = AIR RELEASE VALVE(ARV)15+04.13 = 12"x6" TEE, 2-6" GV, FH ASSEMBLY8" SAN XING1.6'6.2'4.0'4.0'12" W/L DIP CL 52 4.9'14+33.29 = 12"x6" TEE, 1-6" GV, FH ASSEMBLY15" STM XINGPROP. GRADE EX. GRADE 4" SAN LAT XING - LOT 824" SAN LAT XING - LOT 834" SAN LAT XING - LOT 844" SAN LAT XING - LOT 854" SAN LAT XING - LOT 864" SAN LAT XING - LOT 874" SAN LAT XING - LOT 884" SAN LAT XING - LOT 894" SAN LAT XING - LOT 904" SAN LAT XING - LOT 914" SAN LAT XING - LOT 924" SAN LAT XING - LOT 934" SAN LAT XING - LOT 944" SAN LAT XING - LOT 9515+06.76 = 45° BEND15+40.73 = 45° BEND19+99.77 = 22+33.39CRABAPPLE ST W/L,12"x12" TEE, 3-12" GV17+79.94 = 12"x6" TEE, 1-6" GV, FH ASSEMBLY16+57.14 = 45° BEND16+54.43 =45° BEND16+21.82 = 45° BEND16+14.86 = 45° BEND15+96.54 = 45° BEND15+66.82 = 45° BEND15+59.74 = 10+00 CALLALILY ST W/L 1,12"X8" TEE, 2-12" GV, 1-8" GV30" STM XING15" STM XINGINSTALL CONC CRADLE CLEAR = 0.52' MISTFLOWER WAY WATER LINE EX. GRADE PROP. GRADE 4.0'12" W/L D I P C L 5 24.0'1.6'1.8'1.6'2.0'1.8'1.6'1.9'1.8'1.9'1.8'1.6'1.5'1.5'3.8'RESTRAINT JOINTS (TYP.) 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 710 715 720 725 730 735 740 10+00 = 12+88.44 RHONDA DR W/L,10+00 CRABAPPLE STUB W/L,12"x8" CROSS, 2-12" GV, 2-8" GV10+59.21 = 8"x6" TEE,1-6" GV, FH ASSEMBLY11+18.11 = 19+28.30 CALLALILY ST W/L 2,8"x8" TEE, 3-8" GV12+48.58 = 8"x6" TEE,1-6" GV, FH ASSEMBLY15+32.45 = 8"x6" TEE,1-6" GV, FH ASSEMBLY15+83.11 = 10+00 CALLALILY ST W/L 2,12+90.67 CALLALILY ST W/L 1, 8"x8" CROSS, 4-8" GV16+12.82 = 8"x6" TEE, 1-6" GV,FH ASSEMBLY22+33.39 = 19+99.77MISTFLOWER WAY W/L,8"X12" REDUCER,12"x12" TEE, 3-12" GV22+90.16 = 12"x6" TEE,1-6" GV,FH ASSEMBLY19+41.67 =8"x6" TEE, 1-6" GV, FH ASSEMBLY16+21.41 = 45° BEND16+24.77 = 45° BEND17+74.04 = 45° BEND17+77.41 = 45° BEND18+43.09 = 11.25° BEND18+58.79 = 11.25° BEND18+83.43 = 22.5° BEND19+35.56 = 22.5° BEND16+35.34 = 45° BEND16+38.71 = 45° BEND17+90.74 = 45° BEND17+94.10 = 45° BEND20+22.54 = 22.5° BEND20+82.02 = 22.5° BEND4" SAN LAT - LOT 1704" SAN LAT - LOT 1694" SAN LAT - LOT 1684" SAN LAT - LOT 1674" SAN LAT - LOT 1664" SAN LAT - LOT 1654" SAN LAT - LOT 1644" SAN LAT - LOT 1634" SAN LAT - LOT 1624" SAN LAT - LOT 1614" SAN LAT - LOT 1604" SAN LAT - LOT 1594" SAN LAT - LOT 1584" SAN LAT - LOT 1574" SAN LAT - LOT 1564" SAN LAT - LOT 1554" SAN LAT - LOT 964" SAN LAT - LOT 974" SAN LAT - LOT 984" SAN LAT - LOT 994" SAN LAT - LOT 1004" SAN LAT - LOT 1014" SAN LAT - LOT 1034" SAN LAT - LOT 1044" SAN LAT - LOT 1054" SAN LAT - LOT 1028" SAN XING36" STM XING15" STM XING42" STM XING15" STM XING8" SAN XING8" W/L DIP CL 52 8" W/L DIP CL 52 RESTRAINT JOINTS (TYP.) RESTRAINT JOINTS (TYP.) 710 740 735 725 720 7151.7'2.4'1.7'1.6'2.0'1.6'4.0'4.0'4.0'4.0'3.2'4.0'4.0'4.9'CRABAPPLE ST WATER LINE PROP. GRADE EX. GRADE PROP. GRADE EX. GRADE INSTALL CONC CRADLE CLEAR = 1.0' INSTALL CONC CRADLE CLEAR = 0.75' 730 12" W/L DIP CL 52 12+54.59 = AIR RELEASEVALVE (ARV)1.7'1.8'3.4'1.5'2.8'2.1'2.1'2.0'2.1'2.2'2.4'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 105WATER LINE PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZ 50 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5'MATCH LINE SHEET 106 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 710 715 720 725 730 735 740 30" STM XING15" STM XING30" STM XING25+11.84 = 10+00 HOSTA DR W/L, 12"x8" TEE, 2-12"GV, 1-8" GV25+75.50 = 12"x6" TEE, 1-6" GV, FH ASSEMBLY28+06.55 = 10+00 LOVAGE DR W/L 1, 12"x8" TEE,2-12" GV, 1-8" GV28+73.79 = 12"x6" TEE,1-6" GV, FH ASSEMBLY31+66.66 = 12"x6" TEE, 2-6" GV, FH ASSEMBLY32+31.15 = 1-12" GV, 1-12"x6" REDUC., FH ASSEMBLY710 740 735 725 720 715 RESTRAINT JOINTS (TYP.)1.8'12" W/L DIP CL 52 4.0'4.0'4.7'CRABAPPLE ST WATER LINE25+50.00 = AIR RELEASE VALVE (ARV)8" SAN XING8" SAN XING8" SAN XINGEX. GRADE PROP. GRADE 730 12" W/L DIP CL 52 6.5'1.5'1.5'2.4'2.1'1.8'5.3'4.0'4.0'5.7'4.0'4.0'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 720 725 730 735 740 745 720 725 730 735 740 745 30" STM XING8" STM XING8" SAN XING15" STM XING36" STM XING15" STM XING4" SAN LAT XING - LOT 1254" SAN LAT XING - LOT 1264" SAN LAT XING - LOT 1274" SAN LAT XING - LOT 1284" SAN LAT XING - LOT 1294" SAN LAT XING - LOT 1304" SAN LAT XING - LOT 1314" SAN LAT XING - LOT 13210+00 = 13+14.86 CALLALILY STW/L 1, 15+83.11 CRABAPPLE STW/L, 8"-8" CROSS, 4-8" GV17+01.70 =8"x6" TEE, 2-6" GV, FH ASSEMBLY19+28.30 = 11+18.11 CRABAPPLE ST W/L,8"x8" TEE, 3-8" GV12+59.24 = 8"x6" TEE,2-6" GV, FH ASSEMBLY14+19.92 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY16+34.49 = 45° BEND16+69.06 = 45° BEND8" W/L DIP CL 52 CALLALILY ST WATER LINE 2 8" W/L D I P C L 5 2 15+21.30 = AIR RELEASE VALVE (ARV)8 " W / L D IP C L 5 2 INSTALL CONC CRADLE CLEAR = 1.2' EX. GRADE EX. GRADE PROP. GRADE INSTALL CONC CRADLE CLEAR = 0.70' PROP. GRADE 2.1'2.2'2.1'2.4'2.7'4.0'4.0'9.1'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 715 720 725 730 735 740 715 720 725 730 735 740 30" STM XING10+00 = 15+59.74 MISTFLOWER WAY W/L,12"X8" TEE, 2-12" GV, 1-8" GVCALLALILY ST WATER LINE 1 13+14.86 =10+00 CALLALILY ST W/L 2, 15+83.11CRABAPPLE ST W/L, 8"-8" CROSS, 4-8" GV8" W/ L D I P C L 5 2 EX. GRADE PROP. GRADE 1.8'1.7'1.9'2.2'1.8'5.8'4.0'4.0'4.0'4.0'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 710 715 720 725 730 735 740 710 715 720 725 730 735 740 30" STM XING30" STM XING18" STM XING15" STM XING8" SAN XING4" SAN LAT - LOT 594" SAN LAT - LOT 604" SAN LAT - LOT 614" SAN LAT - LOT 624" SAN LAT - LOT 634" SAN LAT - LOT 644" SAN LAT - LOT 654" SAN LAT - LOT 664" SAN LAT - LOT 674" SAN LAT - LOT 694" SAN LAT - LOT 704" SAN LAT - LOT 2064" SAN LAT - LOT 2054" SAN LAT - LOT 2044" SAN LAT - LOT 2034" SAN LAT - LOT 2024" SAN LAT - LOT 2014" SAN LAT - LOT 2004" SAN LAT - LOT 1994" SAN LAT - LOT 1984" SAN LAT - LOT 1974" SAN LAT - LOT 196HOSTA DR WATER LINE10+00 = 25+11.84 CRABAPPLE ST W/L,12"x8" TEE,2-12" GV, 1-8" GV10+47.00 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY13+87.33 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY14+97.74 = 8"x6" TEE, 1-6" GV, FH ASSEMBLY18+77.98 =24+97.75 LOVAGE DR W/L 2,12"x8" TEE, 2-12" GV, 1-8" GV18+07.94 = 8"x6" TEE, 1-6" GV,FH ASSEMBLY8" W/L D I P C L 5 24" SAN LAT - LOT 6813+10.96 = AIR RELEASE VALVE (ARV)PROP. GRADE PROP. GRADE EX. GRADE 8" W/L D I P C L 5 2 8" W/L DIP CL 52 1.7'1.6'1.8'2.1'2.0'2.2'2.3'2.2'2.0'1.9'2.2'2.0'2.6'2.6'14+59.64 = AIR RELEASE VALVE (ARV)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 106WATER LINE PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZMATCH LINE SHEET 10550 0 50 100 SCALE: 1" = 50' 25 50510SCALE: 1" = 5' 4.0'2.0'4.0'4.2'4.0'4.6'5.0'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 710 715 720 725 730 735 740 710 715 720 725 730 735 740 15" STM XING8" SAN XING24" STM XING10+00 = 28+06.55 CRABAPPLE ST W/L,12"x8" TEE, 2-12" GV, 1-8" GV8" W/L DIP C L 5 2 12+04.93 = 8"x6" TEE,1-6" GV, FH ASSEMBLY14+86.52 = 8"x6" TEE, 2-6" GV, FH ASSEMBLY17+96.77 = 8"x6"TEE,1-6" GV,FH ASSEMBLY18+65.22 =15+71.00LOVAGE DR 2 W/L,10+00 EX. W/L TIE-IN STUB,12"x8" TEE, 2-12" GV, 1-8" G.V.LOVAGE DR WATER LINE 112+88.22 = AIR RELEASE VALVE (ARV)8" SAN XING8" W/ L D I P C L 5 2 PROP. GRADE PROP. GRADE EX. GRADE EX. GRADE INSTALL CONC CRADLE CLEAR = 1.06' LOVAGE DR WATER LINE 2 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 705 710 715 720 725 730 735 705 710 715 720 725 730 735 10+00 = 10+97.67 MISTFLOWER WAY W/L,12"x12" TEE, 3-12" GV15+71.00 = 18+65.22LOVAGE DR W/L 1,10+00 EX. W/L TIE-IN STUB,12"x8" TEE, 2-12" GV, 1-8"GV10+25.82 = 12"x6" TEE,1-6" GV,FH ASSEMBLY11+15.20 = 12"x6" TEE,1-6" GV,FH ASSEMBLY14+10.90 = 12"x6" TEE,1-6" GV,FH ASSEMBLY12+81.00 = 18+77.98 HOSTA DR W/L,12"x8" TEE, 2-12" GV,1-8" GV1.9'4" SAN LAT - LOT 2474" SAN LAT - LOT 2464" SAN LAT - LOT 2454" SAN LAT - LOT 2444" SAN LAT - LOT 2434" SAN LAT - LOT 2421.5'2.0'8" SAN XING15" STM XING4.0'4.0'1.5'5.2'4.0'12" W/L D I P C L 5 2 12" W/L D I P C L 5 22.0'1.6'4" SAN LAT - LOT 2414" SAN LAT - LOT 2404" SAN LAT - LOT 2394" SAN LAT - LOT 2384" SAN LAT - LOT 2374" SAN LAT - LOT 2362.2'1.9'1.7'4" SAN LAT - LOT 2354" SAN LAT - LOT 2344" SAN LAT - LOT 2334" SAN LAT - LOT 2324" SAN LAT - LOT 2314" SAN LAT - LOT 2304" SAN LAT - LOT 2291.7'EX. GRADE PROP. GRADE EX. WATER LINE TIE-IN STUB 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 700 705 710 715 720 725 700 705 710 715 720 725 18" STM XING8" SAN XING18" STM XING8" SANXING4.0'1.7'2.2'1.7'12" W/L DIP CL 52 8" W/L DIP CL 52 10+00 = 15+71.00 LOVAGE DR W/L 2,18+65.22 LOVAGE DR W/L 1,12"x8" TEE, 2-12" GV, 1-8" GV10+39.14 = 45° BEND10+81.37 = 45° BEND11+58.50 = TIE TO EX 12" W/L (APPROX. ELEV. OFEX 12" W/L ASSUMED. CONTRACTOR TO VERIFY.),12"x12" TEE, 3-12" GV, 12"X8" REDUCER10+96.10 = AIR RELEASE VALVE (ARV)13+65.25 = FUTURE W/L13+06.04 = 20' STUB W/FLUSHING ASSEMBLY,BEGINNING OF FUTURE W/L12+86.04 = 8" GV1.8'EX. GRADE PROP. GRADE PROP. GRADETEST PIT4.0'10+19.20 = 45° VERTICAL BEND10+22.64 = 45° VERTICAL BEND10+32.46 = 45° VERTICAL BEND10+37.35 = 45° VERTICAL BENDAPPROX. FUTURE GRADE 4.0'4.0'2.1'6.2'6.0'9+50 10+00 10+50 11+00 11+50 12+00 715 720 725 730 735 715 720 725 730 73515" STM XING10+00 = 10+00 RHONDA DR W/L,10+00 MISTFLOWER WAY W/L,12"x12" TEE, 3-12" GV11+80.35 = 20' STUB WITHFLUSHING ASSEMBLY12" W/L DIP CL 52 MISTFLOWER WAY WATER LINE STUB EX. GRADE PROP. GRADE 11+56.66 = 12" GV8.0'4.0'9+50 10+00 10+50 11+00 720 725 730 735 720 725 730 735 CRABAPPLE ST WATER LINE STUB10+00 = 12+88.44 RHONDA DR W/L,10+00 CRABAPPLE ST W/L,12"x8" CROSS, 2-12" GV, 2-8" GV10+62.21 = 20' STUB WITHFLUSHING ASSEMBLYEX. GRADE PROP. GRADE 8" W/ L DI P C L 5 2 10+42.21 = 1-8" GV151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 5' V 107WATER LINE PROFILESSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 50' HZ 50 0 50 100 SCALE: 1" = 50' 2550510SCALE: 1" = 5' 0+00 0+10 0+20 0+30 0+40 730 740 730 740 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 730 740 730 740 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 730 740 730 740 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 730 740 730 740 0+00 0+10 0+20 0+30 0+40 0+50 0+60 730 740 730 740 0+00 0+10 0+20 0+30 0+40 0+50 0+60 720 730 720 730 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 720 730 720 730 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 730 740 730 740 0+00 0+10 0+20 0+30 0+40 0+50 730 740 730 740 OVERLAND RELIEF CROSS SECTION "1" OVERLAND RELIEF CROSS SECTION "2" OVERLAND RELIEF CROSS SECTION "4" OVERLAND RELIEF CROSS SECTION "14" OVERLAND RELIEF CROSS SECTION "15" OVERLAND RELIEF CROSS SECTION "17"OVERLAND RELIEF CROSS SECTION "18" 100 YR Q=2.42 CFS h=0.25' 100 YR Q=0.78 CFS h=0.14' 100 YR Q=7.83 CFS h=0.61' 100 YR Q=3.31 CFS h=0.13' 100 YR Q=4.12 CFS h=0.45' 100 YR Q=0.28 CFS h=0.10' 100 YR Q=4.04 CFS h=0.34' OVERLAND RELIEF CROSS SECTION "16" 100 YR Q=24.4 CFS h=0.71' OVERLAND RELIEF CROSS SECTION "13" 100 YR Q=15.28 CFS h=0.64' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 730 740 730 740 OVERLAND RELIEF CROSS SECTION "5" 100 YR Q=2.36 CFS h=0.30' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 730 730 740740 OVERLAND RELIEF CROSS SECTION "6" 100 YR Q=3.95 CFS h=0.14' 0+00 0+10 0+20 0+30 0+40 0+50 730 740 730 740 OVERLAND RELIEF CROSS SECTION "7" 100 YR Q=15.76 CFS h=0.47' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 730 740 730 740 OVERLAND RELIEF CROSS SECTION "8" 100 YR Q=5.07 CFS h=0.30' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 720 730 720 730 OVERLAND RELIEF CROSS SECTION "9" 100 YR Q=46.46 CFS h=0.39' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 720 730 720 730 OVERLAND RELIEF CROSS SECTION "10" 100 YR Q=5.07 CFS h=0.15' 0+00 0+10 0+20 0+30 0+40 730 740 730 740 OVERLAND RELIEF CROSS SECTION "12" 100 YR Q=2.42 CFS h=0.59' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 730 740 730 740 OVERLAND RELIEF CROSS SECTION "3" 100 YR Q=9.44 CFS h=0.30' PROP. GRADE @ C/L PROP. GRADE @ C/L PROP. GRADE @ C/L PROP. GRADE @ C/L PROP. GRADE @ C/L PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=741.47 OVERLAND RELIEF 100 YR WSE=742.60 PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=739.39 OVERLAND RELIEF 100 YR WSE=735.18 OVERLAND RELIEF 100 YR WSE=735.33 OVERLAND RELIEF 100 YR WSE=733.37 OVERLAND RELIEF 100 YR WSE=730.44 OVERLAND RELIEF 100 YR WSE=735.02 PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=735.85 PROP. GRADE @ C/L PROP. GRADE @ C/LOVERLAND RELIEF 100 YR WSE=740.23 PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=735.84 PROP. GRADE @ C/LOVERLAND RELIEF 100 YR WSE=735.27 OVERLAND RELIEF 100 YR WSE=735.59 PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=728.59 PROP. GRADE @ C/L PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=735.56 PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=738.61 PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=728.35 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 10' V 108OVERLAND RELIEF CROSS-SECTIONSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 10' HZ 10 0 10 20 SCALE: 1" = 10'1001020SCALE: 1" = 10' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 720 730 720 730 0+00 0+10 0+20 0+30 0+40 0+50 0+60 730 740 730 740 0+00 0+10 0+20 0+30 730 740 730 740 0+00 0+10 0+20 0+30 0+40 0+50 720 730 720 730 0+00 0+10 0+20 0+30 730 740 730 740 0+00 0+10 0+20 0+30 720 730 720 730 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 720 730 720 730 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 730 740 730 740 0+00 0+10 0+20 0+30 0+40 720 730 720 730 0+00 0+10 0+20 0+30 730 740 730 740 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 720 730 720 730 -0+10 OVERLAND RELIEF CROSS SECTION "19" OVERLAND RELIEF CROSS SECTION "20" OVERLAND RELIEF CROSS SECTION "22" OVERLAND RELIEF CROSS SECTION "26" OVERLAND RELIEF CROSS SECTION "28" OVERLAND RELIEF CROSS SECTION "29" 100 YR Q=0.64 CFS h=0.05' 100 YR Q=4.46 CFS h=0.47' 100 YR Q=4.15 CFS h=0.24' 100 YR Q=1.76 CFS h=0.42' 100 YR Q=2.90 CFS h=0.57' OVERLAND RELIEF CROSS SECTION "24" 100 YR Q=2.47 CFS h=0.19' OVERLAND RELIEF CROSS SECTION "21" 100 YR Q=3.73 CFS h=0.12' 100 YR Q=2.17 CFS h=0.54' OVERLAND RELIEF CROSS SECTION "30" 100 YR Q=4.12 CFS h=0.33' OVERLAND RELIEF CROSS SECTION "27" HOUSE LOT 35 100 YR Q=3.90 CFS h=0.44' OVERLAND RELIEF CROSS SECTION "31" HOUSE LOT 218 100 YR Q=4.71 CFS h=0.23' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 730 740 730 740 OVERLAND RELIEF CROSS SECTION "23" 100 YR Q=2.40 CFS h=0.13' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 720 730 720 730 OVERLAND RELIEF CROSS SECTION "25" 100 YR Q=28.3 CFS h=0.46' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 710 720 710 720 OVERLAND RELIEF CROSS SECTION "33" 100 YR Q=42.01 CFS h=0.94' 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 720 730 720 730 OVERLAND RELIEF CROSS SECTION "32" HOUSE LOT 229 -0+10 100 YR Q=41.62 CFS h=0.79' PROP. GRADE @ C/L PROP. GRADE @ C/L PROP. GRADE @ C/L PROP. GRADE @ C/L PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=732.91 OVERLAND RELIEF 100 YR WSE=738.63 OVERLAND RELIEF 100 YR WSE=737.42 OVERLAND RELIEF 100 YR WSE=732.44 OVERLAND RELIEF 100 YR WSE=734.0 OVERLAND RELIEF 100 YR WSE=728.89 PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=732.65 PROP. GRADE @ C/LOVERLAND RELIEF 100 YR WSE=737.74 OVERLAND RELIEF 100 YR WSE=727.13 PROP. GRADE @ C/L PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=733.59 PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=726.40 OVERLAND RELIEF 100 YR WSE=733.80 PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=732.46 PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=720.53 PROP. GRADE @ C/L OVERLAND RELIEF 100 YR WSE=725.98 PROP. GRADE @ C/L PROP. GRADE @ C/L 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 10' V 109OVERLAND RELIEF CROSS-SECTIONSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 11" = 10' HZ 10 0 10 20 SCALE: 1" = 10'1001020SCALE: 1" = 10' 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 110VDOT DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 111VDOT DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 112VDOT DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled. carbon sheet steel, structural steel quality, conforming to the requirements of ASTM A1011, grade 50 except the yield strength after cool forming shall be 60,000 psi minimum. The steel gauge shall be 14 gauge for the 2 inch by 2 inch post and 10 gauge for the 2 1/2 inch by 2 1/2 inch posts. Posts (inside and outside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Post shall use an in ground anchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact. Post shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs, Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letter indicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 inch (+/- 1/64 inch) openings or knockouts spaced 1 inch on centers on all four sides. Post shall be installed in accordance with the manufacturer's recommendations. 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A113VDOT DETAILS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/20/2025KASSDP #04-251217826R.02ARBOR GLEN PHASE 1 PHASE 1 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 114VDOT DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1CG-6R - 6" REV. CURB & GUTTER N.T.S. 10/29/14 VER 1 2"R 6" 6" 4" 2' NOTES: 1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-6 2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST 7" MIN. 13" MIN 1":1' CURB CURB CURB GUTTER TRANSITION GUTTER TRANSITION 20:1 MAX CURB CURB CURB GUTTER TRANSITION GUTTER TRANSITION 20:1 MAX 48:1 MAX 12:1 MAX12:1MAX48:1 MAX12:1 MAX12:1 MAX 43 40 SW 43 52 SW 43 76 SW 43 62 SW 44 45 SW 44 59 SW 43 04 FL4338 EP 44 05 FL 42 99 EP 42 81 EP 42 82 FL 42 65 FL 44 00 FL 44 03 EP 43 86 FL 44 22 EP 43 67 EP 43 83 EP 43 40 EP 43 57 FL 43 30 FL 43 62 SW 43 72 SW 43 53 EP 43 39 EP 43 30 EP 43 09 FL 43 21 EP 43 15 EP 43 02 EP 42 77 FL 42 92 EP 42 59 FL 42 76 EP 42 42 FL 42 59 EP 42 31 FL 42 47 EP 42 92 FL 43 36 FL 43 24 FL 43 17 FL 42 68 EP 42 52 FL 43 35 SW 43 55 SW 43 17 SW 43 12 SW 43 01 SW 43 24 SW 43 05 FL 43 41 SW 43 31 SW 44 41 EP 43 62 EP 43 71 EP 44 24 FL 43 54 FL 43 46 FL RHONDA DR.(PUBLIC)PAPERMILL ROAD (PUBLIC) G R I D M E R I D I A N VA N O R T H Z O N E N A D 8 3 PROP. ARVCURB 20:1 MAX GUTTER TRANSITION 20:1 MAX CURB CURB 20:1 MAX 20:1 MAX GUTTER TRANSITION CURB GUTTER TRANSITION 48:1 MAX48:1MAX12:1MAX12:1 M A X 12:1 MA X CURB 20:1 MAX CURB 20:1 MAX CURB 20:1 MAX 20:1 MAX GUTTER TRANSITION CURB GUTTER TRANSITION48:1MAX48:1 MAX 12:1 M A X 12:1 MAX 48:1MAX48:1 MAX12:1MAX48:1MAX48:1 MAX 12:1 MAX41 46 SW 41 36 SW 40 78 FL 40 95 EP 40 86 SW 40 76 SW 40 11 SW 40 29 SW 40 50 FL 40 65 FL 39 80 SW 39 70 SW 39 12 FL 39 29 EP 39 85 SW 39 75 SW 39 17 FL 39 34 EP 39 66 SW 39 56 SW 39 63 SW 39 53 SW 39 68 SW 39 67 SW 39 54 FL 39 42 FL 39 46 FL 39 56 HP (FL) 39 85 SW 39 75 SW 39 17 FL 39 34 EP 39 81 SW 39 71 SW 39 13 FL 39 30 EP 39 66 SW 39 56 SW 39 64 SW 41 46 SW 41 36 SW 40 78 FL 40 95 EP 40 25 SW4015 SW 39 57 FL3974 EP 40 11 SW 40 01 SW 40 86 SW 40 76 SW 40 62 SW 40 20 SW 40 65 FL 40 50 FL 40 08 FL 39 90 FL 40 62 SW 40 20 SW 40 07 FL 39 90 FL 40 01 SW 39 61 FL 40 19 SW 39 77 EP 39 68 SW 39 56 HP (FL) 39 46 FL 39 67 SW 39 43 FL 39 54 SW 39 55 FL 41 08 EP4103 EP 41 08 EP4103 EP 40 91 FL4086 FL 40 86 FL 40 91 FL 40 35 EP 39 53 EP 39 40 FL 39 65 EP 39 48 FL 39 70 HP (EP) 39 70 HP (EP) 38 84 FL 39 01 FL 38 95 FL 39 03 FL 39 42 FL 38 85 FL 39 01 FL 38 89 FL 39 02 EP 39 18 EP 39 01 EP 39 18 EP 39 13 EP 39 20 EP 39 56 EP 39 07 EP GRID M E R I D I A N VA N O R T H Z O N E N A D 8 3 MISTFLOWER WAY (PUBLIC) MISTFLOWER WAY (PUBLIC)CALLALILY STREET (PRIVATE)40 75 EP 40 00 EP GUTTER TRANSITION 40 75 EP 40 00 EP CURB CURB12:1MAXCURB CURB 40 18 EP 40 60 EP 40 17 EP 40 60 EP 39 52 EP 39 56 EP 39 66 EP 39 64 EP CURB CURB 39 56 EP 39 66 EP 39 65 EP 39 53 EP GUTTER TRANSITION GUTTER TRANSITION CURB CURB 20:1 MAX GUTTER TRANSITION 32 99 FL 32 77 FL 32 88 SW 33 12 SW 33 22 SW 33 08 SW 32 98 SW 32 56 EP 32 40 FL 33 12 FL 33 29 EP 48:1MAX12:1 M A X GUTTER TRANSITION GUTTER TRANSITION 20:1 MAX 32 79 HP (FL) 32 69 FL 32 91 SW 32 80 SW 32 90 SW 32 91 SW 33 01 SW 32 98 SW 33 08 SW 32 40 FL 32 56 EP 32 33 FL 32 50 EP 12:1 MAX CURB 20:1 MAX GUTTER TRANSITION CURB 30 58 EP 30 50 FL 30 74 FL 30 61 SW 30 84 SW 30 65 SW 30 75 SW 32 05 SW 32 15 SW 31 47 FL3163 EP 30 07 FL 30 24 EP 48:1 MAX 12:1MAX12:1 MAX31 21 SW 31 02 FL3111 SW 30 94 SW 30 84 SW 30 84 FL 32 01 SW 32 11 SW 31 43 FL 31 60 EP GUTTER TRANSITION 20:1 MAX CURB 48:1 MAX12:1 MAX34 29 FL 34 00 FL 33 92 FL 33 75 FL 33 51 FL 29 54 FL 29 80 FL 29 57 FL 30 01 FL 31 90 FL 29 74 EP 30 18 EP 29 71 EP 29 97 EP 32 07 EP 33 90 EP 34 09 EP 34 15 EP 34 21 EP 32 90 HP (EP)12:1 MAX33 01 SW48:1MAX31 95 FL 32 10 EP 32 23 LP (FL) 32 40 LP (EP) 32 23 LP (FL) 32 40 LP (EP) GUTTER TRANSITION 32 98 SW CURB 30 60 EP 30 84 EP GUTTER TRANSITION 30 45 EP 30 84 EP MISTFLOWER WAY (PUBLIC) CRABAPPLEST. (PRIVATE)GRID M E R I D I A N VA N O R T H Z O N E N A D 8 3 30 71 SW 30 94 SW 32 79 EP 32 89 EP CURB CURB CURB GUTTER TRANSITION 32 87 EP 33 10 EP CURB 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 10' 115CURB RAMP DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1RHONDA DRIVE AND PAPERMILL ROAD CALLALILY STREET AND MISTFLOWER WAY MISTFLOWER WAY AND CRABAPPLE STREET 20:1 MAXCURB CURB 20:1 MAX CURB 20:1 MAX CURB 20:1 MAX 48:1MAX20:1 MAX GUTTER TRANSITION CURB 12: 1 M A X 20:1 MAX CURB 48:1MAX20:1 MAX CURB 20:1 MAX CURB 48:1 MAX 12:1 MAX48:1 MAX 12:1 MAX 48:1MAX48:1 MAX48:1MAX12:1 MAX 12:1 MAX12:1 MAX 12:1MAX12:1MAX12:1MAX12:1 MAX48:1 MAX 12:1MAX12:1MAX12:1 MAX 34 84 FL 34 92 FL 35 01 SW 34 93 SW 35 11 SW 35 03 SW 35 26 SW3536 SW 35 55 SW 35 65 SW 34 97 FL 35 14 EP 34 68 FL 35 07 EP 34 88 EP 34 97 FL 34 78 FL 35 06 SW 34 87 SW 35 16 SW 34 97 SW 36 17 SW 36 27 SW 35 22 SW 35 32 SW 34 64 FL3481 EP 35 59 FL 35 75 EP 34 88 FL 34 76 FL 34 97 SW 34 85 SW 35 07 SW 34 95 SW 35 12 SW 35 22 SW 35 59 SW 35 69 SW 34 66 EP 34 59 EP 34 49 FL 34 65 SW 34 68 SW 34 75 SW 35 06 SW 34 38 FL 34 55 EP 35 24 SW 34 66 FL 34 83 EP 35 08 SW 34 98 SW 34 40 FL 34 56 EP 34 02 SW 34 42 SW 34 32 SW 34 73 SW 34 63 SW 34 11 SW 34 01 SW 34 19 SW 34 10 EP3402 EP 33 91 SW 33 23 FL 33 40 EP 34 42 SW 34 32 SW 33 85 SW 33 62 SW 33 53 EP 33 56 FL 33 66 EP 33 97 SW3387 SW 33 46 EP 33 63 EP 33 81 EP 34 35 FL 34 48 FL 35 51 EP 34 65 EP 34 96 SW 35 78 HP (FL) 34 85 EP 34 58 FL 34 61 FL 34 75 EP 35 38 HP (EP) 35 21 HP (FL) 35 31 EP 35 06 FL 35 06 EP 34 09 SW 33 99 SW 34 00 EP 34 38 SW 34 28 SW 33 70 FL 33 86 EP 33 93 EP 33 83 FL 33 65 FL 35 44 EP 35 27 FL 34 09 SW 33 92 FL3374 FL 33 91 EP 34 05 FL 34 22 EP3382 EP 33 79 EP 34 46 HP (EP) 34 29 HP (FL) 34 88 HP (FL) 34 73 SW 34 05 FL 34 63 SW 34 22 EP 33 71 SW 33 80 SW 33 72 SW 34 34 FL 34 39 EP 35 35 FL 34 90 FL 33 61 FL 33 41 FL 33 91 EP 33 74 FL 33 81 SW 34 30 EP 33 09 EP 33 24 EP 32 93 FL 33 90 FL 34 02 FL 34 21 FL 34 14 FL 34 52 EP 35 09 FL 35 35 FL 35 02 EP 34 94 EP 35 95 HP (EP) 34 74 EP 34 57 FL 34 78 EP 35 23 EP 35 15 FL 34 84 EP 34 90 FL 34 68 FL 33 61 FL 33 78 EP 33 82 EP 34 20 EP 34 39 EP 34 50 EP 34 34 FL 34 15 FL 34 12 FL 35 05 HP (EP) 34 56 EP 35 27 FL 34 73 FL 33 08 EP 33 28 EP 34 37 EP 34 19 EP 34 06 EP 33 08 FL 34 98 EP 33 92 SW 33 90 FL 34 00 FL 33 75 SW 33 43 FL 33 52 SW 33 53 FL 33 62 SW 33 71 FL 34 56 FL G R I D M E R I D I A N VA N O R T H Z O N E N A D 8 3 RHONDA DR. (PUBLIC)MISTFL O W E R W A Y ( P U B L I C )RHONDA DR. (PUBLIC)GUTTER TRANSITION CURB 12:1 MAX CURB GUTTER TRANSITION 35 02 EP GUTTER TRANSITION 34 94 EP CURB CURB GUTTER TRANSITION GUTTER TRANSITION CURB CURB GUTTER TRANSITION 34 86 EP 34 71 EP GUTTER TRANSITION 35 18 EP CURBCURB GUTTER TRANSITION GUTTER TRANSITION CURB 34 58 SW CURB 12:1 MAX 35 34 SW GUTTER TRANSITION GUTTER TRANSITION CURB CURB 33 29 FL GUTTER TRANSITION GUTTER TRANSITION CURB CURB GUTTER TRANSITION GUTTER TRANSITION CURB CURB12:1 MAX 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 10' 116CURB RAMP DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1RHONDA DRIVE AND MISTFLOWER WAY CURB 20:1 MAX GUTTER TRANSITION12:1MAX48:1 MAX 20:1 MAX GUTTER TRANSITION GUTTER TRANSITION CURB 48:1 MAX 12:1MAX12:1MAX30 79 SW 30 69 SW 30 60 FL 30 69 EP 30 91 SW 30 81 SW 30 71 FL 30 82 EP 31 53 SW 31 43 SW 30 85 FL 31 02 EP 30 92 SW 30 82 SW3024 FL3040 EP 31 59 SW 31 49 SW 30 92 FL3108 EP 30 78 SW 30 68 SW 30 81 SW 30 91 SW 30 71 FL 30 58 FL 30 67 EP 30 82 EP GRID MERIDIANVA NORTH ZONE NAD83 CRABAPPLE ST.(PRIVATE)30 50 FL 31 12 EP 30 95 FL 31 16 EP 30 99 FL 30 57 EP3040 EP 30 05 EP3021 EP 31 12 FL3104 FL 31 21 EP 30 42 EP3026 FL 31 29 EP GUTTER TRANSITION 30 67 EP CURB 20:1 MAX GUTTER TRANSITION 20:1 MAX48:1MAX12:1 MAX 12:1MAX48:1 MAX 20:1 MAX 20:1 MAX GUTTER TRANSITION GUTTER TRANSITION CURB12:1MAX48:1 MAX 48:1MAXCURB 20:1 MAX 20:1 MAX 12:1MAX48:1 MAX 48:1MAXCURB 20:1 MAX 20:1 MAX GUTTER TRANSITION 35 21 EP 35 95 SW 34 97 FL 35 99 SW GRID M E R I D I A N VA N O R T H Z O N E N A D 8 3 CALLALILY STREET (PRIVATE) CRABAPPLE ST. (PRIVATE) 35 82 EP 35 95 EP 36 35 EP 36 18 FL 34 95 EP 34 86 EP 34 46 EP 35 69 EP 35 59 FL GUTTER TRANSITION 34 97 EP 35 24 EP GUTTER TRANSITION GUTTER TRANSITION 35 13 EP GUTTER TRANSITION 36 24 EP 36 07 FL 36 65 SW 36 75 SW 36 05 SW 35 85 FL 35 72 FL 35 55 SW 35 43 FL 35 53 EP 35 51 SW 35 41 SW3530 FL 35 40 EP 36 04 SW 35 94 SW3536 FL 35 15 EP 35 32 FL 35 08 EP 35 25 FL CURB 12:1 M A X CURB 48:1MAX35 84 SW 34 58 FL 34 74 EP 34 65 FL 34 82 EP 34 71 FL 34 79 FL 34 88 EP 34 89 EP 35 00 SW 34 85 FL 34 90 SW 34 84 FL 34 96 SW 34 97 SW 48:1 MAX 34 83 FL 34 93 EP3476 FL 34 87 SW 34 97 SW 35 23 SW 35 13 SW 34 55 FL 34 71 EP 34 29 FL 35 29 EP 35 34 EP 35 24 FL 35 19 FL 35 30 SW 35 40 SW 35 66 SW 35 56 SW 34 91 FL 35 08 EP 34 98 FL 35 15 EP 35 36 SW 35 33 SW 35 27 FL 35 20 FL 35 35 EP 35 30 EP 35 14 FL3525 SW 35 35 SW 35 55 SW3565 SW 34 91 FL 35 08 EP 35 50 EP 35 67 FL 35 61 EP 35 78 FL 36 36 SW 36 46 SW 35 95 SW 35 85 SW3574 FL 35 84 EP 35 97 EP 35 87 FL 36 10 EP 36 00 FL 36 28 SW 36 39 SW 36 49 SW 36 29 FL 36 39 EP 36 26 EP 36 16 FL 36 59 EP 36 75 FL CURB CURB 12:1 MAX CURB CURB CURB 20:1 MAX GUTTER TRANSITION 48:1 MAX 20:1 MAX GUTTER TRANSITION CURB 48:1 MAX 12:1MAX 12:1MAX40 79 SW 40 21 FL 40 38 EP 38 69 FL 38 80 EP 39 20 SW GRID M E R I D I A N VA N O R T H Z O N E N A D 8 3 GUTTER TRANSITION 39 19 EP 39 19 EP 39 14 EP 39 08 EP GUTTER TRANSITION 38 87 EP 38 94 EP 39 18 EP 12 : 1 M A X 40 47 FL 40 64 EP 38 35 EP CALLALILY STREET(PRIVATE)CURB CRABAPPLE ST. (PRIVATE) 39 16 SW 39 25 FL 39 27 SW 39 37 SW 39 26 SW 39 30 SW 39 97 SW 39 10 FL 39 27 FL 39 87 SW 39 36 FL 39 09 FL 39 04 FL 38 18 FL 38 53 FL 38 70 EP 38 70 FL 38 84 FL 38 94 SW 39 08 FL 39 21 SW 39 04 SW 39 31 SW 40 88 SW 48:1 MAX12:1MAXCURB 20:1 MAX GUTTER TRANSITION 20:1 MAX GUTTER TRANSITION CURB 48:1 MAX 12:1 M A X 42 07 SW 41 97 SW 41 87 FL 42 22 SW4212 SW4154 FL 41 70 EP 41 88 SW 41 98 SW 41 78 FL4190 EP 43 60 FL 43 43 EP 42 19 SW 42 28 SW 42 47 SW 42 57 SW 42 07 FL 42 34 FL GRID M E R I D I A N VA N O R T H Z O N E N A D 8 3 42 44 EP 42 17 EP 41 74 EP CALL A LI L Y S T R E E T (PRIV A T E) GUTTER TRANSITION GUTTER TRANSITION 41 98 EP 43 87 EP 44 04 FL 41 91 FL 44 29 SW 44 18 SW 42 26 EP 42 41 EP 41 55 EP4123 EP 41 40 FL 41 72 FL 42 24 FL CURB CURB CURB 20:1 MAX48:1 MAX 12 : 1 M A X 12:1MAXCURB 20:1 MAX GUTTER TRANSITION GUTTER TRANSITION 34 54 SW 33 68 SW 34 03 SW GRID M E R I D I A N VA N O R T H Z O N E N A D 8 3 CALLALILY STREET(PRIVATE)LOVAGE DR. (PRIVATE) 33 76 EP 33 67 EP GUTTER TRANSITION 34 02 EP 33 69 EP GUTTER TRANSITION 34 68 EP 32 50 EP 32 65 EP 33 00 FL 32 83 EP 33 58 SW 33 68 SW 33 82 SW 33 72 SW 33 59 FL 33 92 FL 34 13 SW 35 33 SW 35 23 SW3465 FL 34 48 EP 34 84 EP 34 45 EP 34 61 FL 35 19 SW 35 29 SW 33 98 SW 33 88 SW 33 76 FL 33 57 FL 33 78 SW 34 64 SW 33 96 FL 33 95 EP 34 04 EP3388 FL 33 98 EP3381 FL CURB CURB CURB CURB 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 10' 117CURB RAMP DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1CRABAPPLE STREET CALLALILY STREET AND CRABAPPLE STREET CALLALILY STREET AND CRABAPPLE STREET CALLALILY STREET LOVAGE DRIVE AND CALLALILY STREET 12:1 MAX 12:1MAXCURB 20:1 MAX GUTTER TRANSITION GUTTER TRANSITION 20:1 MAX CURB 29 19 FL 30 18 SW 29 60 FL 28 83 FL 28 76 FL 28 92 EP GRID MERIDIANVA NORTH ZONE NAD83HOSTA DR.(PRIVATE)LOVAGE DR. (PRIVATE) 28 13 FL GUTTER TRANSITION GUTTER TRANSITION 12:1MAX29 34 SW 29 44 SW 28 71 SW 28 65 SW 28 61 SW 48:1 MAX 28 50 FL 28 60 EP 28 55 SW 28 30 EP 28 42 FL 27 57 EP 27 41 EP 29 02 EP 29 13 FL 29 30 EP 29 77 SW 29 86 SW 29 05 SW 29 16 SW 30 28 SW 29 43 EP 28 95 FL2906 SW 48:1 MAX 28 95 SW 28 93 EP 29 05 EP 29 19 EP 29 03 FL2963 EP2980 FL CURB 28 42 EP PROP. ARVCURB 20:1 MAX GUTTER TRANSITION 20:1 MAX GUTTER TRANSITION 48:1MAX48:1 MAX 12:1 MAX 12:1MAX12:1 MAX 12:1MAX48:1 MAX 48:1MAXCURBGUTTER TRANSITION 20:1 MAX 20:1 MAX GUTTER TRANSITION 12:1 MAX12:1MAX48:1MAX48:1 MAX CURB 20:1 MAX 20:1 MAX 48:1MAX48:1 MAX 12:1 MAX 12:1MAXCURB 20:1 MAX 20:1 MAX 39 10 SW 39 00 SW 38 41 FL 38 43 EP 41 20 SW 41 10 SW 40 52 FL 40 36 EP 38 93 SW 39 55 SW 39 79 SW 39 89 SW 38 79 SW 38 69 SW 38 58 FL 38 81 FL 39 43 FL 39 68 FL 39 70 SW 39 60 SW3902 FL3885 FL 38 79 SW 38 69 SW 38 11 FL 37 94 EP 38 33 SW 38 23 SW 38 95 SW 38 85 SW 38 75 SW 38 40 SW 38 28 FL 38 13 FL 38 63 FL 38 74 FL 38 04 SW 37 94 SW 37 36 FL 37 50 EP 39 03 SW3893 SW 38 35 FL3818 EP 38 42 SW 38 32 SW 37 89 SW 37 79 SW 37 96 SW 38 28 SW 37 84 FL 37 69 FL 38 21 FL 38 16 FL 38 31 EP 38 27 EP 37 92 EP 37 75 EP 40 37 SW 40 27 SW 39 69 FL 39 86 EP 38 26 SW 38 16 SW 37 58 FL 37 74 EP 38 18 SW 38 08 SW 39 43 SW 39 33 SW 39 22 FL 38 94 FL 39 07 SW 38 36 SW 38 24 FL 37 97 FL 38 02 EP 38 30 EP 39 38 EP 39 08 EP GRID M E R I D I A N VA N O R T H Z O N E N A D 8 3 HOSTA DR. (PRIVATE)CALLALILY STREET (PRIVATE)38 38 EP 38 23 EP 38 73 EP 38 84 EP 37 74 EP 37 91 FL 38 76 EP 38 93 FL 38 53 EP 38 43 FL 39 78 EP 39 53 EP 38 36 EP3820 FL 37 37 EP 37 21 FL 38 08 EP 38 25 FL 37 64 EP3747 FL 38 02 FL 38 66 EP 38 56 FL 39 09 FL 39 19 EP GUTTER TRANSITION 38 14 EP GUTTER TRANSITION GUTTER TRANSITION GUTTER TRANSITION CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB GUTTER TRANSITION 20:1 MAX48:1 MAX 12:1MAX48:1 MAX CURB GUTTER TRANSITION 20:1 MAX 37 87 SW 37 77 SW 36 84 SW 36 74 SW 36 72 SW 36 62 SW 36 66 FL 36 49 EP 36 50 FL 36 64 FL 37 09 SW 36 99 SW 36 41 FL 36 43 SW 36 33 SW 36 37 SW 36 27 SW 36 05 FL 36 19 EP 36 15 FL 36 23 FL 36 33 EP 36 25 EP GRID MERIDIANVA NORTH ZONE NAD8336 07 EP 36 24 EP CRABAPPLE ST. (PRIVATE)HOSTA DR.(PRIVATE)35 76 EP 35 92 EP 36 60 EP 36 74 EP 36 78 EP 36 62 EP 37 39 EP 37 22 EP 37 03 EP3719 FL GUTTER TRANSITION GUTTER TRANSITION 36 57 EP 12:1MAX151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 10' 118CURB RAMP DETAILSSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1HOSTA DRIVE AND LOVAGE DRIVE HOSTA DRIVE AND CALLALILY STREET HOSTA DRIVE AND CRABAPPLE STREET 151 Windy Hill Lane Winchester, Virginia 22602 Telephone: (540) 662-4185 Fax: (540) 722-9528 www.greenwayeng.com FND 1971 E N G I N E E R I N GSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIA OFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A119FREDERICK WATER DETAILS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA06/20/2025KASSDP #04-251217826R.02ARBOR GLEN PHASE 1 PHASE 1 Both joints of the fitting shall be restrained. In addition, all joints withinthe specified length on the large side of the reducer shall be restrained. REDUCERL L (ft) 60 60 100 120 120 140 160 D 6" 8" 12" 16" 18" 20" 24" Lfalls within the specified length shall be restrained.In addition to restraining the connection, any joint that VALVE, DEAD ENDL 8" 12" 16" 18" 20" 24" 8" -- 60 80 100 120 140 D1 12" -- -- 60 80 100 120 16" -- -- -- 40 60 100 18" -- -- -- -- 40 80 20" -- -- -- -- -- 60 -3- GATE VALVE AND DEAD ENDRESTRAINED JOINTS FOR REDUCER, 6" 40 60 100 120 120 140 D2D1LDL = restrained length ofD = pipe diameterpipe (PVC or DIP)L (ft)D2L = restrained length ofD = pipe diameterpipe (PVC or DIP)FEB 09LuLdLu = up bend restrained lengthof pipe (PVC or DIP)up benddepthdepth 4 ft. min.down bend Ld = down bend restrained length of pipe (PVC or DIP)finished gradeLuLd-4- VERTICAL OFFSETRESTRAINED JOINTS FOR 45° Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 Each side of any vertical offsetbend shall be restrained. Inaddition, any joint that falls withinthe specified length on each sideof the fitting shall be restrained. D 6" 8" & 12" 16", 18" & 20" 24" 22 1/2° Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24" 11 1/4° Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24"DD = pipe diameterFEB 0948" min.6" stonevalve restrained to main6", 8" and 12" 16", 18", 20" and 24"screw type adjustablevalve box8"x 8"x 16"solid block60" min.over-excavation18" to 24"concrete pad 18" dia. x 6" deepfinished gradeconcrete pad 18" dia. x 6" deepfinished gradeWaterForced Sewer24" min.screw type adjustable valve boxNote: valve shallbe spur geartype6" stone8"x 8"x 16"solid blockvalverestrainedto mainscrew typeadjustablevalve boxconcrete pad 18"dia. x 6" deep8"x 8"x 16" solid blockfor 12" valveNote: valve shallbe bevel geartypeGATE VALVEstonejointrestraintsstonevalve restrainedto main48" min.6" stonelocation marker-5- APR 09valve boxadaptorvalve boxadaptorvalve boxadaptor6"exterior of all sections tohave waterproof coating3/4" x 2" butyljoint sealant24" min. in undeveloped areassquare skid pad 6"thick aroundmanhole frame indeveloped areasfinishedgradefinishedgrade3/4" concrete anchorbolts (4 each)STANDARD MANHOLEadjustment rings(11" max.)steel reinforcedpolypropylene steps24" min.clear opening6. There shall be a 0.20 foot drop in elevation through the manhole.3/4 dia.6" stone1'-6"35" max.12" or 16" (typ.)6" stone4'-0"variable3'-0" min.4'-0" max.8"1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing.3. Final slope adjustment of manhole frame shall be by shims and non-shrink grout.4. Skid pad to be placed around manholes located in shoulders of roads.5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height.NOTES :5"pipe to manholeconnection to beby flexible sleevetop of bench to besame elevation as topof pipe1" nominal size butyljoint sealant to beapplied on lowerledge of jointtop of manhole at grade in pavement areasunless otherwise directed (top shall be set 24"min. above grade in undeveloped areas)invert channel to provide asmooth transition in to out,for all connectionsprecast invert orgrout bottom toform channeljoint gasket shall beeither o-ring or profileconcrete ASTMC-1504000 psi2'-0" max.-15- FEB 09L = restrained length of pipe (PVC or DIP)HORIZONTAL BEND 45°, 22 1/2°, 11 1/4° D 6" 8" 12" 16" 18" 20" 24" L (ft) 20 20 20 20 20 20 20 L TEE, CROSS, WYEany joint that falls within the specified length ofeach branch of the fitting shall be restrained.In addition to restraining each joint of the fitting, D = pipe diameterLLLL -2- TEE, CROSS, WYE AND HORIZONTAL BENDRESTRAINED JOINTS FOR D 6" 8" 12" 16" 18" 20" 24" L (ft) 60 60 100 120 120 140 160DDDL = restrained length of pipe (PVC or DIP)D = pipe diameterFEB 09 SSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSGRID MERIDIANVA NORTH ZONE NAD83RHONDA DR . ( P U B L I C )HOSTA DR. (PRIVATE)CALLALILY STREET (PRIVATE) CRABAP P L E S T . ( P R I V A T E ) CALLALILY STREET (PRIVATE) CRABAPPLE ST. (PRIVATE) CRABAPPLE ST. (PRIVATE) CALLALILY STREET (PRIVATE)CALLALILY STREET(PRIVATE)LOVAGE DR. (PRIVATE)MISTFLOWER WAY (PUBLIC)LOVAGE DR. (PRIVATE) RHONDA DR. (PUBLIC)MISTFLOWER WAY (PUBLIC)LOVAGE DR. (PRIVATE)HOSTA DR. (PRIVATE) CRABAPPLE ST. (PRIVATE)POTENTIAL FUTURE SANITARY SEWER POTENTIAL SAN. M.H. INV. = 730.3' EX. GRADE = 744.8' DEPTH = 14.5' POTENTIAL FUTURE SANITARY SEWER PROPOSED SAN. M.H. "O" PROPOSED SAN. SEW. CONNECTION TO EX. SAN. M.H.PAPERMILL RDRHOND A D R. ( P U B LI C ) MADISON VILLAGE ARBOR GLENFUTURE DEVELOPMENT EX. SAN. SEW. EX. PUMP STATION M.H. INV. = 724.94' STREAM CHANNEL INV. = 722.00'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WV1" = 150' 120OFFSITE SANITARY SEWER STUDYSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1150 0 150 300 SCALE: 1" = 150' 75 LEGEND PROP. SAN. SEW. POTENTIAL FUTURE SAN. SEW. BY OTHERS OFFSITE SANITARY SEWER SUMMARY FOR FUTURE DEVELOPMENT AN OFFSITE SANITARY SEWER STUDY WAS PERFORMED FOR POTENTIAL FUTURE DEVELOPMENT AND EXISTING DOWNSTREAM CAPACITY. WE FOUND THE POTENTIAL TO GRAVITY FEED PARCELS ON THE WEST SIDE OF PAPERMILL ROAD WITH A CONNECTION THROUGH ARBOR GLEN AT PROPOSED MH "O". THIS CONCEPT IS BASED ON A FUTURE 8" SANITARY SEWER SYSTEM (BY OTHERS) AT 0.5% SLOPE. THE PROPOSED SANITARY SEWER DESIGN THROUGH ARBOR GLEN IS AN 8" LINE WITH A MINIMUM 0.5% SLOPE. THE SANITARY SEWER LINE THROUGH ARBOR GLEN HAS ADDITIONAL AVAILABLE DESIGN CAPACITY 123,790 GPD. THE AVAILABLE CAPACITY OF 123,790 EQUATES TO APPROXIMATELY 615 UNITS FOR OFFSITE FUTURE DEVELOPMENT. WE ALSO ANALYZED THE EXISTING CAPACITY OF THE EXISTING SANITARY SEWER SYSTEM FROM ARBOR GLEN THROUGH MADISON VILLAGE TO THE EXISTING PUMP STATION. WE FOUND THE LIMITING CAPACITY OF THE EXISTING MADISON VILLAGE GRAVITY SEWER TO BE BETWEEN EXISTING MH "3" TO MH "2 " WITH AN ADDITIONAL AVAILABLE DESIGN CAPACITY OF 80,021 GPD. THE EXISTING MADISON VILLAGE GRAVITY SEWER SYSTEM IS LIMITED TO 398 ADDITIONAL UNITS FOR FUTURE DEVELOPMENT. WE CAN NOT GRAVITY SEWER THE ADJACENT PARCEL TO THE NORTHWEST. AN EXISTING STREAM CHANNEL ALONG THE NORTHWEST BOUNDARY IS LOWER THAN THE PROPOSED SANITARY SEWER IN ARBOR GLEN WHICH IS THE LIMITING FACTOR FOR A GRAVITY LINE TO CONNECT TO THE PROPOSED SANITARY SEWER IN ARBOR GLEN. EX. SAN. SEWER 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OF DESIGNED BY: FILE NO. SCALE: DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA | ASHBURN, VA | MARTINSBURG, WVN/A 121WATER MODELSHAWNEE MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06/20/2025 KAS SDP #04-25 121 7826R.02ARBOR GLEN PHASE 1PHASE 1