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HomeMy WebLinkAbout01-20 Design PlanN/A2GENERAL NOTES AND LEGENDRev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760B151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVUSECLASS* TRIP RATETRIP GENERATION DATADWELLING UNITSVPD* TAKEN FROM ITE TRIP GENERATION 9TH EDITIONLEGENDFREDERICK WATER PROJECT INFORMATIONWATER AND SANITARY SEWER USAGEWATER DEMAND 22,325 GPDSANITARY SEWER DISCHARGE 22,325 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 INFORMATIONSNOWDEN BRIDGESECTION 17 AND 1844-((A))-292A, 44((A))-293MDP #03-20 (REV 9)34.21 Acres27.57 AcresR4VacantSingle Family Detached, Townhouses & MultiplexParcel Identification No.Previously Approved Plans:Project Site Area:Disturbed Area:Current Zoning:Current Use:Proposed Use:SINGLE FAMILY (DETACHED)21010690TOWNHOUSE/ MULTIPLEX6156230GENERAL PLAN AND CONSTRUCTION NOTESVDOT GENERAL NOTESFREDERICK WATER CONSTRUCTION NOTESV1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department ofTransportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment ControlRegulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between theStandards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration(OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with thecurrent edition of VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted forapproval and land use permit issued prior to any execution of work within the VDOT right of way. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junctionboxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer tolocate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval ofthese plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemednecessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of thedeveloper. V6. If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by theengineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOTprior to initiation of work. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undeterminedlength of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOTmaintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance withSection 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected bythis project shall be maintained through construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches coverand when possible shall be installed under roadway drainage facilities at conflict points.V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during thecourse of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in thatvicinity until an adequate design can be determined by the engineer and approved by VDOT.V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior toplacement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representativeof the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified andlabeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with allapplicable VDOT standards and procedures.V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance withthe lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications.Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans asstorm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size ofeach material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipeinstallations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes.Additional testing may be required as directed by the Area Land Use Engineer or their representative.V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum designstandards and is the responsibility of the developer.V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by thedeveloper in accordance with the Manual On Uniform Traffic Control Devices.V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start ofconstruction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the localVDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured.V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will bedetermined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications andVTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted toVDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified andgiven the opportunity to be present during the construction and testing of the density control strip.V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications.Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compactiontechnician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specifieotherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction andtesting of the control strip.V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored belowthe bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings offoundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply withVDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, thefoundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT’sinstallation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.V24. Approval of these plans shall expire five (5) years from the date of the approval letter.V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposedfoundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of boreholelogs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box.Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock isencountered and cast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, orotherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall bedetermined by the engineer and approved by VDOT.GENERAL1. Greenway Engineering, Inc. (GE) has issued this plan set based on project criteria dictated by the client and municipal codes.This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval ANDthis plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/orconstruction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work.GE shall be held harmless from all costs, time delays and/or material changes incurred on any work that is preformed prior tothis plan set being approved and sealed.2. The approval of these plans in no way relieves the Developer, Contractor, Subcontractor, or any of their agents of any legalresponsibility which may be required by the code of Virginia or any County enacted local ordinance, nor does it guarantee theissuance of any required permits by the County, State, VDOT or any other governing Agency.3. An approved set of plans as well as all applicable permits and required documents must be available at the construction site atall times during construction. A representative of the Developer must be available at all times.4. GE and/or the Engineer shall not not be responsible for or have control over or charge of construction means, methods,techniques, sequences or procedures, nor for safety precautions and programs in connection with any work shown on theseplans. GE and/or the Engineer is not responsible for any Contractor's schedules or failure to carry out the work. GE and/or theEngineer is not responsible for acts of omissions by the Contractor, Subcontractor, or their agents, employees, or any otherperson performing portions of the work.5. Methods and materials used in the construction of the improvements herein shall conform to current County ConstructionStandards and Specifications and/or current VDOT Standards and Specifications. Should a conflict between designspecifications and these plans occur the most stringent requirement shall apply.6. The Developer and/or Contractor shall be responsible for constructing the site in accordance with the approved plans andconstruction documents and the scope of work shall conform with grades, depths, dimensions, ect. shown hereon.7. All known cemetery and/or gravesite locations have been identified on these plans. Any cemetery or gravesite shown on theseplans shall be marked and protected in accordance with state law. The developer or contractor shall be responsible formarking, installing protecting and maintaining protection of any known sites during construction and in the event that anyunknown gravesites is discovered during construction, the Owner and Engineer must be notified immediately and adequateprotection from construction shall be installed immediately.PERMITS AND INSPECTIONS1. The Developer or his agent shall be responsible for obtaining all required permits from the appropriate State and/or localagencies and to comply with their requirements and all applicable National, State and Local laws and shall be responsible forobtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp ofEngineers for any plan wetland disturbance as may be shown on these plans. They shall also be responsible the identificationand delineation of any wetlands that may be present on the construction site.2. Prior to the initiation of any land disturbing activities the Responsible Land Disturber, Developer, or the Contractor shall obtaina Land Disturbance Permit from the Frederick County Public Works Department and shall be responsible for filing a VirginiaStormwater Management Program (VSMP) registration statement for the construction site as required by law . They shall alsobe responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of theseplans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment ControlHandbook.3. Upon completion of all construction activities and permanent site stabilization, the Developer shall submit to Frederick CountyPublic Works a DEQ Notice of Termination form, a copy of the sites construction inspection log book, an engineer certifiedred-lined as-built of the approved plans with computations for all permanent stormwater management facilities, water quality,and stormwater conveyance systems, a recorded copy of the required BMP Maintenance Agreement (if needed) , any VSMPPermit maintenance fees (if required), and a written request to Frederick County Planning for bond release. The Developershall also schedule a Final on site inspection with FC Public Works.4. The Contractor, Owner or Developemust obtain a VDOT Land Use Permit (Entrance) from the Office of the Resident Engineer,Virginia Department of Transportation (VDOT) and provide to Frederick County prior to any construction activities within existingState right-of-way.5. The Contractor, Owner or Developer shall be responsible for scheduling all required State and local inspections and for thesecuring of any third party inspection/testing service to insure construction compliance with these plans and specifications andshall keep and maintain a site inspection log book. It is Greenway Engineering's recommendation that a third partyinspection/testing service be employed to ensure that project is compliant and that materials installed meet the details andspecifications in these plans.6. Any retaining wall 2 ft. or greater in height shall designed by a Structural Engineer require the issuance of a separate buildingpermit.7. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the signand may require a separate building permit.UTILITIES1. The location of existing utilities shown in these plans are taken from existing available records and may not be representative ofexact locations. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilitiesas needed prior to construction. The contractor shall be responsible for the digging of all test holes that may be required,whether recommended or not by these plans, to determine the exact location and elevation of existing utilities. If any conflictsarising from this existing utility verification or if during the course of construction, any object of an unusual nature isencountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible orliable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements ifnot notified of any discrepancies between actual field conditions and the approved plan.2. The developer will be responsible for the relocation of any existing utilities which may be required as a result of his project. Anyrequired relocation of existing utilities should be completed prior to construction.3. The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans andadvise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible forhonoring these plans and the finished grades in the installation of their utility lines.4. All proposed utilities to be located underground.5. The Developer and/or Contractor shall notify operators who maintain underground utility lines in the area of proposedexcavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ofexcavation or demolition.6. The developer shall be responsible for notifying Frederick Water and all other appropriate utility companies prior to constructionof water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cutsheets, and connections to existing lines.7. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards andspecifications of Frederick Water.8. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided tothe Frederick County Public Works Department prior to issuance of grading and/or site development permits.9. The developer shall be responsible for any damage to the existing streets and/or utilities which may occur as a result ofconstruction within or contiguous to an existing right-of-way or utility.10. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon.Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upondeveloped structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignmentsbase on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changescaused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval atcontractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will beresponsible for any redesign as a result of structural shop drawing design.11. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility, structuralbase design, electrical design, photometrics and or other lighting information shown hereon is as specified by others and isincluded for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. GreenwayEngineering has not performed any lighting and/or dry utility design and does not warrant and is not responsible for the degreeand/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. Any changes to the lightingdesign, once the plan is approved, shall be approved by the County prior to installation.SITEWORK1. Refer to the Geotechnical Engineer Report for methods, materials and details for construction of all earthwork activities.2. All vegetation, root material, topsoil, and any other unsuitable material shall be removed from the construction limits of the sitebefore removal or placing of fill material. Earthwork clearing shall extend a minimum of 10' beyond all building and pavementlimits with an additional 1 foot of clearance for each foot of fill required.3. Controlled (Structural) fills shall be compacted to 95% of maximum dry density as determined by method "A" per standardproctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable (Non-structural fills 85% to 90%). Structural fills shall extend aminimum of 5' beyond the limits of all foundation elements at bearing elevation. Density shall be certified by a registeredprofessional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report hasbeen prepared, it should supersede the requirements in this note.4. All fills greater than 2 feet shall require compaction testing.5. All fills with slopes greater than 10 feet in height shall require a Slope Stability Analysis.6. All fill embankments being constructed against slopes of existing embankments or hillsides; or across existing embankments,hillsides, and depressions at a skew angle of 30 degrees or more or slopes are steeper than 4:1 shall be benched in a series ofhorizontal cuts beginning at the intersection with original ground and continuing at each vertical intersection with the previouscut. Material removed during benching shall be placed and compacted as embankment material. For existing slopes steeperthan 4:1 but less than 1 12:1, the bench shall be a minimum of 6 feet wide. For existing slopes steeper than 1 12:1 but less than12:1, the bench shall be a minimum of 4 feet wide.7. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary designonly. Final pavement design shall be based upon actual CBR values. The Contractor or Developer shall be responsible for fieldtests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOTand/or the Owner/Developer, which ever applicable, prior to installation.8. Concrete for pads and/or sidewalks shall be a minimum Class A3 or 3000 psi (with air) and shall be placed in accordance toACI practices or as otherwise specified per structural design. All concrete areas requiring a separate permit shall be designedby a registered professional structural engineer.9. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering publicstreets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary toinsure that public streets are maintained in a clean, mud and dust free condition at all times.10. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform TrafficControl Devices (MUTCD).11. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be heldwith the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) todetermine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrailand paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Railand Paved Ditch Specifications.12. Any changes to the approved Landscape Plan shall be approved approved by the County prior to installation.13. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6"diameter and conform to VDOT standard SB-1.14. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacleshall be provided at the construction site.PERMANENT STORMWATER MANAGEMENT EMBANKMENTS1. Satisfactory fill materials for use in constructing permanent stormwater management facility embankments shall includematerials classified in ASTM D-2487 as GC, GM, SC, SM, CL, or MI groups. Soils must contain a minimum of 20% plus No. 200sieve and be "Well Graded" matreial, with no stones greater than 6 inches, mixed with the clay. A minimum of three samplesshall be classified.2. All fill areas shall be "Keyed In" and compacted in horizontal layers not to exceed a maximum loose lift of 8 inches thick. All fillshall be compacted with a sheepsfoot, rubber-tired or vibratory roller to a density of 95% of maximum dry density with amoisture content within +/- 2% of optimum per Standard Procter Test (ASTM D698) or the Modified Proctor Test (ASTM D1557)as director by the geotechnical engineer. Compaction test shall be performed at one test per 5,000 square feet on each layer.3. Principal spillway must be installed concurrently with fill placement and not excavated into the embankment. All fills besidepipes or structures shall be placed in horizontal layers not to exceed 4 inches in depth and shall be compacted by handtampers. Fill material shall completely fill all spaces under and beside pipes. Equipment should not be driven within 4 feet of anystructure part during backfilling operation and shall never be driven over until compacted fill has been placed to a depthspecified by the structural live load capacity of the structure or pipe.4. Embankments shall be constructed with a relatively impervious core and cutoff trench. Core material shall be classified as GC,SC, or CL. The cutoff trench shall be excavated in impervious material a minimum of depth and width of 4 feet with side slopesno steeper than 1:1 and located at or upstream of the embankment centerline. Tje impervious core shall extend up to the10-year water surface elevation (see engineering design). The surface of the embankment shall be covered with a minimum 6inches of clean topsoil and stabilized with grass.5. Stormwater management facility earthen embankments shall not be greater than 25' in height measured from the downstreamtoe of slope to the top of the embankment with embankment slopes no steeper than 2:1and a combined minimum upstream anddownstream slope of 5:1. The minimum top width of the embankment shall be 8' for embankments 14' or less in height and shallbe level.6. Any groundwater seepage encountered during cutoff trench construction shall be drained by means of a foundation drain to theoutside/ downstream toe of the embankment slope. Foundation drains shall be downstream and outside of the limits of thecutoff trench. The constructed foundation drain section shall be an excavated 2' x 2' trench backfilled with hand compacted #57stone wrapped in goetextile fabric.7. A geotechnical or construction inspector should be on site during embankment construction.8. All embankment construction, compaction testing , and construction inspections shall be the responsibility of the site contractor.1. Frederick Water’s Water and Sewer Standards and Specifications are available at www.frederickwater.com2. The contractor shall adhere to Frederick Water standards and specifications in effect at the time of construction.3. The contractor shall coordinate with and arrange for inspection by Frederick Water.4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole.5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. Frederick Water shall furnish all needed material and make the tap. a. An Application for Wet Tap shall be submitted and the initial fee paid before the tap is made.6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water’s inspector.7. Frederick Water’s maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor’s responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed:a. The meter box, with its frame and cover, must be properly aligned with the yoke bar.b. The frame and cover shall be set to final grade.c. The distance between the top of the cover and the yoke bar shall be between 20 and 23 inches.d. All components of the meter box assembly shall be in proper working order.8. For services that connect to existing lines: a. Frederick Water shall furnish and install: i. all ⅝”x¾”, ¾”, 1”, 1½” and 2” water servicesii. all sewer services. b. The owner/developer shall:i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water’s engineering assistant.ii. submit an Application for Service and pay the required fees.9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013.10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any privately owned fire line, interior or exterior, shall also have a fire service HP Protectus III meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required.11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building’s: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line’s water meter and backflow prevention device.12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ’s Certificate to Operate and a copy of the station’s DEQ approved O&M manual. These documents must be received before substantial completion is issued and water meters released.January 2019FIRE MARSHAL'S NOTEFire lane markings and signage:Any "No Parking" signs and yellow painted curb locations will be installedby field inspection at the direction of the Fire Marshal's Office.PROJECT NOTESWETLANDS:All wetlands shown have a jurisdictional determination from the United States Army Corps of Engineers. Reference J.D.Project # 04-R0958, dated June 24, 2004. Proposed wetland disturbances are currently permitted by the U.S. ArmyCorp of Engineers and the Virginia Department of Environmental Quality. Mitigation for proposed impacts have beencompleted and are currently being monitored by Virginia Department of Environmental Quality.SUBDIVISION STREETS:The proposed subdivision streets per this design plan have been designed to meet VDOT Road Design Standards forSubdivision Street Design per Appendix B(1) of the VDOT Road Design Manual and shall meet the Secondary StreetAcceptance Requirements (GS-SSAR).PROJECT NOTES:1. For fills in areas of Proposed Structures, (Roadways, Residential Dwellings, Retaining Wall, ect.), please seeCurrent Geotechnical Report for minimum controlled fill requirements. All controlled fills shall be placed inaccordance with the Geotechnical Report and coordinated with the Developer's Geotechnical Engineer .2. Controlled fills shall be compacted to 100% of Maximum Density per standard proctor ASTM-D698 asrecommended in Geotechnical Report by Triad Engineering Dated June 3, 2013.3. Slope Stability Analyses will be required for any slope steeper than 3:1.4. Design plans for any retaining wall greater than 2 feet in height shall be submitted to Frederick County PublicWorks and Building Inspections for separate approval.FREDERICK COUNTY BUILDING INSPECTIONS NOTES:1. Project shall comply with The Virginia Uniform Statewide Building Code (USBC). Dwellings (R-5) shall comply withThe Virginia Residential 2015 Codes. Other Codes that apply are the 2015 Virginia Energy.2. Dwellings (townhouses) shall be separated as required for per Section R 302.2.3. Grade shall be sloped away from foundations a min 6" in 10'.4. Backwater valves shall be installed on all plumbing fixtures, (subject to back sewer), located below the topelevation of the upstream man hole cover5. Engineer Design required on all foundations and/or slabs with greater than 8" fill or 24" clean sand/gravel. Fill shallbe designed and compacted by a Registered Design Professional Lots 1814-1822, 1720-1722, 1739-1743-1747,1754-1759, 1761, most lots have excess of 8' of control fill. Garage slabs on lots 1717, 17,18, 17196. Retaining walls exceeding 3' unbalanced fill requires a building permit and engineer design.7. Foundations shall be placed on slopes as required per Section R403.1.7.8. 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.9. Site plan approved pending receipt of geotechnical soil investigation as required.6926 20' MIN20' BRL10'BRL10'BRL STREET20' MIN20' BRLMIN LOTAREA1,600 SFGARAGESTREET38' MIN15' BRL20' BRL10' BRL5' BRLGARAGEMIN. LOT AREA3,750 S.F.STREET20' MIN5' SIDEWALKGARAGEGARAGEGARAGEGARAGESTREET15'25' MIN.PERIMETER BNDY.PERIMETER BNDY.35' BRL **** 20' BRL FROMPARKING AREASOR DRIVEWAYS3PROJECT INFORMATION AND TABULATIONSSNOWDEN BRIDGESECTION 17 AND 1853N/ASTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC2760B19-3853151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No. DateMODIFIED SINGLE FAMILY SMALL LOT(TYPE 5)MINIMUM LOT SIZE PROVIDED= 6,720 SFAVERAGE LOT SIZE PROVIDED= 7,412 SFTOWNHOUSES(TYPE 6)MINIMUM LOT SIZE PROVIDED= 1,900 SFAVERAGE LOT SIZE PROVIDED= 2,563 SFMULTIPLEX(TYPE-RP)MINIMUM LOT AREA/UNIT = 3,000 SF4 UNIT BUILDING * 3,000 SF = 12,000 SFAVERAGE 4 UNIT BUILDING SIZE = 12,204 SF JORDAN SPRING ROAD151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 80'4EXISTING TOPOGRAPHYRev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18SURVEY AND TOPOGRAPHIC INFORMATION2. Aerial, horizontal and vertical control surveys wereDated:3. Aerial topographic mapping performed by:1. Boundary survey was performed by:performed by:DateDated:GREENWAY ENGINEERING 10/06/042004GREENWAY ENGINEERINGVIRGINIA MAPPINGDEC. 20041608004080SCALE: 1" = 80' OPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEOPENSPACEOPEN SPACEOPEN SPACESECTION 17SECTION 15SECTION 17SECTION 18SECTION 17SECTION 15T.M. 44-A-292ABROOKFIELD STEPHENSON VILLAGE, LLCZONE: R4USE: VACANTT.M. 44E-12-1-74EBROOKFIELD STEPHENSONVILLAGE, LLCZONE: R4USE: OPEN SPACET.M. 44E-11-1-35DBROOKFIELD STEPHENSONVILLAGE, LLCZONE: R4USE: OPEN SPACET.M. 44E-1-9-64BBROOKFIELD STEPHENSONVILLAGE, LLCZONE: RPUSE: OPEN SPACETM 44-A-294ATONIE WALLACE AITKENZONE: RA/B2USE: VACANT COMMERCIALTM 44-A-294ATONIE WALLACE AITKENZONE: RA/B2USE: VACANT COMMERCIALTM 44-A-294TONIE WALLACE AITKENZONE: RA/B2USE: COMMERCIALT.M. 45-9-3-2DARLA I.ROBERTS & JULIAW. FIELDINGZONE: RAUSE: DWELLINGT.M. 45-9-3-1THOMAS & CRIS KREERZONE: RAUSE: DWELLINGSECTION 17SECTION 18SECTION 17SECTION 18151615171518151915201521152215231524152515261527152815291530 153115321533153415351542 1541 15401539153815371536SNOWDEN BRIDGESECTION 15INST.# 190012762SNOWDEN BRIDGESECTION 15INST.# 190012762RESIDUE OF T.M. 44-A-293BROOKFIELD STEPHENSONVILLAGE, L.L.C.INST. INST. # 040021293 &INST.# 110007387ZONE: R4, USE: VACANT52.35 AC.154315441545154615151514170117021717171817191725172617271728172917301731173217331740 174117421753175217591758175717561755175417201721172217231724174317441745174617471748174917501751170317041708170917101705170617071711171217131714171517161734 1735 1736 1737 1738 1739176017611762176317641819182018211822182318241825182618271828 18291830180118021803180418051806180718081809181018111812181318141815181618181817183164.2'52.0'C3C1C2S 08°57'25" W49.64'S 75°58'14" E 622.18'S 62°01'56" E 583.30'N 58°55'05" E 360.79'N 43°25'08" W 291.00'S 43°02'25" W 822.79'N 40°20'51" W 813.15'N 48°18'53" E120.00'N 14°40'33" E176.50'S 75°19'27" E 129.51'N 14°40'33" E120.00'N 14°40'33" E120.00'N 14°01'17" E202.11'N 39°59'38" W67.30'N 50°18'33" E120.00'N 22°36'11" W55.01'N 60°52'45" E51.08'N 20°45'14" E55.31'121.5'52.1'120.0'153.0'73.9'67.2'344.4'48.5'52.0'52.1'85.9'85.9'85.9'65.7'61.0'79.2'77.4'183.0'120.0'120.0'95.1'34.6'200.9'24.9'S 58°55'05" W 1177.22'S 59°09'25" E 374.22'56.0'79.3'79.3'76.1'376.0'153.0'366.0'51.4'95.5'142.0'105.0'105.0'20.0'260.0'93.6'132.4'99.0'118.0'105.0'75.6'263.5'236.0'105.0'110.0'105.0'17.7'65.3'20.0'31.4'105.0'PROP. LINE TOBE VACATEDEX SANESMNTINTERMITTENTRAVINE CHANNELEX WETLANDMITIGATIONBUFFEREX STRM ESMNTS 75°19'27" E47.72'4.4'BOUNDARY CURVE DATACURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT DEGREE OF CURVEC1 175.00' 33.66' 33.60' S 83°28'34" E 11°01'08" 16.88' 32°44'26"C2 24.50' 21.46' 20.78' S 50°13'47" E 50°11'24" 11.47' 233°51'37"C3 550.00' 15.48' 15.48' S 08°09'01" W 1°36'47" 7.74' 10°25'03"BOUNDARY CURVE DATA151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 80'5BOUNDARY INFORMATIONRev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 181608004080SCALE: 1" = 80' OPEN SPACEOPEN SPACEOPENSPACEOPEN SPACEOPEN SPACESECTION 17SECTION 15SECTION 17SECTION 18SECTION 17SECTION 15N 20°45'14" E55.31'C3N 75°19'27" W65.35'N 14°40'33" E59.00'S 43°02'25" W51.44'N 60°52'45" E51.08'N 20°45'14" E55.31'54.0'C1C2C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23C24C25S 75°19'27" E 387.08'S 75°19'27" E 384.15'N 75°19'27" W 390.01'S 27°27'04" W 55.26'N 27°27'04" E 106.26'N 27°27'04" E 51.76'S 62°32'56" E 318.93'N 62°32'56" W 244.99'N 56°16'41" W 391.13'N 33°21'13" W 162.88'S 33°21'13" E 150.76'S 56°16'41" E 391.13'S 56°16'41" E 391.13'S 33°21'13" E 202.18'S 75°19'27" E 462.66'S 75°19'27" E 462.66'N 75°19'27" W 465.04'S 27°27'04" W29.00'S 85°27'43" E62.67'N 44°25'59" E9.42'S 62°32'48" E6.59'N 44°25'59" E 57.63'N 44°25'59" E 275.30'N 44°25'59" E 216.64'S 44°25'59" W 335.48'S 62°32'56" E55.88'S 61°05'58" E98.82'S 62°32'56" E 368.43'C4ASECTION 17SECTION 18SECTION 17SECTION 181520152115221523152415251526115321533153415351536TM 44-A-294TONIE WALLACE AITKENZONE: RA/B2USE: COMMERCIALTM 44-A-294ATONIE WALLACE AITKENZONE: RA/B2USE: VACANT COMMERCIALSNOWDEN BRIDGESECTION 15INST.# 19001276217011702171717181719172517261727172817291730173117321733174017411742175317521759175817571756175517541720172117221723172417431744174517461747174817491750175117031704170817091710170517061707171117121713171417151716173417351736173717381739176017611762176317641819182018211822182318241825182618271828182918301801180218031804180518061807180818091810181118121813181418151816181818171831S 62°32'56" E28.73'N 33°43'19" E50.35'C3AS 75°19'27" E 62.35'S 71°11'31" E20.82'S 75°19'27" E 83.11'S 14°40'33" W1.50'CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT DEGREE OF CURVEC1 1000.00' 222.97' 222.51' S 68°56'12" E 12°46'31" 111.95' 5°43'46"C2 298.50' 149.95' 148.38' S 60°56'00" E 28°46'54" 76.59' 19°11'40"C3 400.00' 96.31' 96.08' S 47°47'11" E 15°23'22" 54.05' 14°19'26"C4 200.00' 234.14' 220.99' S 89°48'57" E 67°04'32" 132.57' 28°38'52"C4A 200.00' 42.63' 42.55' N 50°32'23" E 12°12'48" 21.40' 28°38'52"C5 500.00' 148.20' 147.66' N 35°56'31" E 16°58'56" 74.65' 11°27'33"CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT DEGREE OF CURVEC6 1027.50' 229.10' 228.63' S 68°56'12" E 12°46'31" 115.03' 5°34'34"C7 54.00' 243.29' 83.85' S 66°31'20" W 258°08'33" 66.52' 106°06'12"C8 19.00' 25.91' 23.95' S 23°28'40" E 78°08'33" 15.43' 78°08'33"C9 27.00' 42.41' 38.18' N 72°27'04" E 90°00'00" 27.00' 212°12'24"C10 525.00' 155.61' 155.04' S 35°56'31" W 16°58'56" 78.38' 10°54'49"C11 25.50' 34.62' 32.02' N 05°32'23" E 77°47'12" 20.57' 224°41'22"C12 25.50' 34.88' 32.22' N 72°32'18" W 78°22'11" 20.79' 224°41'22"C13 225.00' 217.73' 209.34' N 84°00'02" W 55°26'43" 118.24' 25°27'53"C14 425.00' 119.36' 118.96' N 48°13'58" W 16°05'27" 60.07' 13°28'53"C15 375.00' 95.51' 95.25' S 48°58'54" E 14°35'34" 48.01' 15°16'44"C16 175.00' 242.17' 223.31' N 84°04'39" E 79°17'20" 145.00' 32°44'26"C17 27.00' 48.72' 42.37' S 07°15'42" E 103°23'23" 34.18' 212°12'24"C18 273.50' 78.13' 77.86' S 67°08'26" E 16°22'03" 39.33' 20°56'57"C19 19.50' 17.70' 17.10 S 78°39'56" W 52°01'12" 9.52' 293°49'28"C20 323.50' 114.31' 113.72' S 65°12'05" E 20°14'46" 57.76' 17°42'40"C21 28.00' 39.33' 36.18' N 84°40'39" E 80°29'19" 23.70' 204°37'40"C22 475.00' 140.79' 140.27' N 35°56'31" E 16°58'56" 70.91' 12°03'44"C23 27.00' 42.30' 38.11' N 17°25'53" W 89°45'53" 36.89' 212°12'24"C24 972.50' 220.83' 220.36' N 68°49'08" W 13°00'38" 110.89' 5°53'30"CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT DEGREE OF CURVEC25 90.00' 35.99' 35.75' S 74°00'20" E 22°54'46" 18.24' 63°39'43"PUBLIC ROADS CENTERLINE CURVE DATARIGHT-OF-WAY CURVE DATAPRIVATE ROADS CENTERLINE CURVE DATAC3A 400.00' 11.13' 11.13' S 55°28'52" E 67°04'32" 132.57' 28°38'52"151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 50'6RIGHT-OF-WAYRev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18LEGENDPUBLIC R/WPRIVATE R/WSCALE: 1" = 50'5025050 100 640638636634632630628626642SSF163162IPIP152OPSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFSSFDDOPDDOPDDST#3DDDDSSFSSFSSFSSFST#4DDDDDDDDOPOPST#5DDDDDDCECESAFSAFSAFSAFSCST#6ST#7DDDD4041SAFSAFSSFSSFRWDRWDDDDDSSFSSFTSDTSDOPOPOPPSSSFSSFSAFSAFSSFSAFSSFSAFSSFSAFDDDDSSFSSFDDLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGLCGPSB/MB/MCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDPSB/MOPSAFSSFSAFSSFSAFSSFSAFSSFSAFSAFSSFSSFSSFSSFSSFSSFLCGLCGLCGB/MSCCSSFSSFSSFSSFCDDDLCG** WETLAND MITIGATION BUFFER/DELINEATED AREAS TO BE PROTECTEDFROM LAND DISTURBANCE ACTIVITIES.SUPER SILT FENCE AND SAFETY FENCESHALL BE INSTALLED AS SHOWN.DA= 10.9 AC.AREA TO SB #2DOUBLE ROW OFSUPER SILT FENCEDA= 10.0 AC.AREA TO SB #3DA= 2.7 AC.AREA TO ST #3** WETLAND MITIGATION BUFFER/DELINEATED AREAS TO BEPROTECTED FROM LANDDISTURBANCE ACTIVITIES. SUPERSILT FENCE AND SAFETY FENCESHALL BE INSTALLED AS SHOWN.DA= 2.1 AC.AREA TO ST #4DA= 5.2 AC.AREA TO SB #4DA= 10.9 AC.AREA TO SB #5DA= 2.8 AC.AREA TO ST #5DA= 17.6 AC.AREA TO SCDA= 1.2 AC.AREA TO ST #6DA= 3.0 AC.AREA TO ST #7** WETLAND MITIGATION BUFFER/DELINEATED AREAS TO BEPROTECTED FROM LANDDISTURBANCE ACTIVITIES. SUPERSILT FENCE AND SAFETY FENCESHALL BE INSTALLED AS SHOWN.PHASE 1A** WETLAND MITIGATION BUFFER/DELINEATED AREAS TO BEPROTECTED FROM LANDDISTURBANCE ACTIVITIES. SUPERSILT FENCE AND SAFETY FENCESHALL BE INSTALLED AS SHOWN.DA= 2.1 AC.AREA TO TSDDA= 2.0 AC.AREA TO TSD24"24"DOUBLE ROW OFSUPER SILT FENCEDA= 17.3 AC.AREA TO SB #1** STREAM CROSSINGCULVERT TO BE PLACEDAS PHASE I CONTROLSECTION 15/16SECTION 19/20SECTION 15/16SECTION 19/20SECTION 15/16SECTION 17/18SECTIO N 1 7 / 1 8 SECTIO N 1 5 / 1 6 ** DIVERSION CONSTRUCTEDFOR SECTION 13 AND 14 SHOULDBE REMOVED WHEN THEEXISTING BASIN IS MODIFIEDINTO BASIN 1 WITH THIS PLAN.** WETLAND MITIGATION BUFFER/DELINEATED AREAS TO BE PROTECTEDFROM LAND DISTURBANCE ACTIVITIES.SUPER SILT FENCE AND SAFETY FENCESHALL BE INSTALLED AS SHOWN.100YR FLOODPLAIN PERFREDERICK COUNTY GISFIRM MAP #51069C0250DLICK RUNLICK RUNHIATT RUNHIATT RUNSECTION 13/14SECTION 15/16SECTION 9SECTION 15/16SECTION 12SECTION 15/16SB#1SB#2SB#3SB#4SB#5UPSTREAM AREA NOTTO BE DISTURBEDDURING PHASE 1ASECTION 13/14SECTION 19/20END EC-2 & BEGINEC-3 TO OUTFALLDDDDST#2ST#10400INV0400INV0700TOP0700TOP1166TOP0862TOPDA= 2.0 AC.AREA TO ST #1DA= 2.6 AC.AREA TO ST #2151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 150'7OVERALL E&S PHASE IRev. No. Date0408/28/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHEDAND TACKED WITHIN 14 DAYS AFTER START OF GRADING, ORSODDED AND PEGGED WITHIN 14 DAYS AFTER STARTTEMPORARY GRAVELCONSTRUCTION ENTRANCETEMPORARY SEDIMENT BASINSUPER SILT FENCETEMPORARY SLOPE DRAINTEMPORARY SEDIMENT TRAPTEMPORARY DIVERSION DIKECULVERT INLET PROTECTIONROCK CHECK DAMSSILT FENCELIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESOUTLET PROTECTIONNO. KEY SYMBOL DESCRIPTIONEROSION/SEDIMENT CONTROL LEGEND3.143.153.133.093.083.203.053.183.02LCGOPTSDSTDDCIPSSFSFCECDSBSAFETY FENCE3.01SAF3.32PSPERMANENT SEEDINGTEMPORARY VEHICULARSTREAM CROSSING3.24SCIPSTORM DRAININLET PROTECTIONTEMPORARYRIGHT-OF-WAY DIVERSION3.11RWD3.073.36B/MSOIL STABILIZATIONBLANKETS & MATTINGSTORMWATERCONVEYANCE CHANNEL3.17SCCCARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERPHASE 1BNOTE:FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS,RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEECURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILLREQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED INACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATEDWITH THE DEVELOPER'S GEOTECHNICAL ENGINEER .SLOPE STABILITY ANALYSISSHALL BE REQUIRED FORROAD FILL EMBANKMENTSGREATER THAN 10' PERVDOT REQUIREMENTS.FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!SCALE: 1" = 150'150 0150 300 SSFSSFSSFSSFSSFSSFSSFSSFDDOPDDSSFDDDA= 10.9 AC.AREA TO SB #2DOUBLE ROW OFSUPER SILT FENCEDOUBLE ROW OFSUPER SILT FENCESB#2DA= 2.0 AC.AREA TO TSDLCGLCGSECTIO N 1 7 / 1 8 SECTIO N 1 5 / 1 6PSB/M** WETLAND MITIGATION BUFFER/ DELINEATEDAREAS TO BE PROTECTED FROM LANDDISTURBANCE ACTIVITIES. SUPER SILT FENCESHALL BE INSTALLED AS SHOWN.STEEP SLOPE AREASTEEP SLOPE AREASTEEP SLOPE AREA** WETLAND MITIGATION BUFFER/DELINEATED AREAS TO BE PROTECTEDFROM LAND DISTURBANCE ACTIVITIES.SUPER SILT FENCE SHALL BE INSTALLEDAS SHOWN.SECTION 12SECTION 17/18SECTION 12SECTION 17/18SSFSAFSSFSAFSSFSAFSSFSAFSSFSAFSECTION 11SECTION 15/16SSFDDLCGCDCD568564573573568564573 573560570 562SSF151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 60'8E&S PHASE IRev. No. Date0408/28/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERNOTE:FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS,RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEECURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILLREQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED INACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATEDWITH THE DEVELOPER'S GEOTECHNICAL ENGINEER .SLOPE STABILITY ANALYSISSHALL BE REQUIRED FORROAD FILL EMBANKMENTSGREATER THAN 10' PERVDOT REQUIREMENTS.MATCH LINE SHEET 9FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!1206003060SCALE: 1" = 60' SSFSSFDDOPDDOPDDST#3DDSSFSSFST#4DDSAFSAF4041DDDDSSFSSFTSDTSDOPPSDDDDSSFDA= 10.9 AC.AREA TO SB #2SB#2DA= 10.0 AC.AREA TO SB #3SB#3DA= 2.7 AC.AREA TO ST #3** WETLAND MITIGATION BUFFER/DELINEATED AREAS TO BE PROTECTEDFROM LAND DISTURBANCE ACTIVITIES.SUPER SILT FENCE SHALL BEINSTALLED AS SHOWN.DA= 2.1 AC.AREA TO ST #4DA= 2.1 AC.AREA TO TSDDA= 2.0 AC.AREA TO TSD24"24"LCGLCGLCGSECTION 15/16SECTION 19/20SECTION 15/16SECTION 17/18SECTIO N 1 7 / 1 8 SECTIO N 1 5 / 1 6 PSB/MB/MCDCDCDCDCDCDCDPSB/MSTEEP SLOPE AREACDCD560570580590600DDSSFSSFDDLCGCDCD568564573573568564573573 586580570568578578570570578578568606609609602610600592599 599596600594560570562SSFSSFSSFSSF151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 60'9E&S PHASE IRev. No. Date0408/28/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERNOTE:FOR FILLS IN AREAS OF PROPOSED STRUCTURES, (ROADWAYS,RESIDENTIAL DWELLINGS, RETAINING WALL, ECT.), PLEASE SEECURRENT GEOTECHNICAL REPORT FOR MINIMUM CONTROLLED FILLREQUIREMENTS. ALL CONTROLLED FILLS SHALL BE PLACED INACCORDANCE WITH THE GEOTECHNICAL REPORT AND COORDINATEDWITH THE DEVELOPER'S GEOTECHNICAL ENGINEER .SLOPE STABILITY ANALYSISSHALL BE REQUIRED FORROAD FILL EMBANKMENTSGREATER THAN 10' PERVDOT REQUIREMENTS.MATCH LINE SHEET 8FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!1206003060SCALE: 1" = 60' 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVNA10E&S PHASE IRev. No. Date0408/28/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18 LOT 1701LOT 1702LOT 1725LOT 1726LOT 1727LOT 1728LOT 1729LOT 1730LOT 1731LOT 1732LOT 1733LOT 1740LOT 1741LOT 1742OPEN SPACEWATER QUALITYSWALE #3-15(SEC. 15)LOT 1723LOT 1724LOT 1743LOT 1744LOT 1745LOT 1746LOT 1747LOT 1520LOT 1521LOT 1522LOT 1523LOT 1524LOT 1525OT 1533LOT 1534SECTION 17SECTION 15OPEN SPACELOT 1703 LOT 1704LOT 1708LOT 1709LOT 1710WATER QUALITY SWALE #2(SEE SHEET 20 FOR DETAILS)LOT 1705 LOT 1706LOT 1707LOT 1711LOT 1712LOT 1734 LOT 1735 LOT 1736 LOT 1737 LOT 1738 LOT 1739149155161713202202170147157168159030045045045010010010010010INV040TOP020TOP012813514214415215418918718629128129131139142200153137BP14415416310412516515212214213536125BP1971061TOP1301TOP118107107129185TC188TC126126151HP190139152TC152TC036043140140127BP170169167162161156150141126124083070126LP188CL181182172152TC162164177162165173187176187175174172186160155170143139154149132165137120126107101118113088081100090072067081090092043TOP061095067HP055TOP104119104125134102HP112150130156175173140142148151188190197194205194200205193200091075062078044058073086066079105100116111092098087103068TC057TC056TC042TC109TC119TC192TC190155162161138133097TOP109090073079051094068TC042TC053192HP088076109110212310009308508708906406603900602703603604407808610810810310807307704002705107009910512913215816311703116714313012210308615916615214912214413611709611909907106507206704506205017216215015514913612111610010007208909411112712113613314905507009120019419118517718318617118816017216417316515716715216415914114714313313913512812513715017717418416718111912809811184133TC133TC141132182182102099135170095175175173173175187190187037064039176175HP610612614614616614612612614100 -YRELEV = 613.04OVERLANDRELIEF6206206188614614616614610612614608602606604600590580570610 608616616606608606604606608608610612614610 610612618616620620610616614612614 610612 610 608606606608608610608612 614616618618614616618 618616616 616 614612614614616614610618612608606616616616616 614 612 610 608 606 604606608610612 614616618618618610608610612612610614612614 616618612614610612 612608604604599600603603606602604606610 608610SAFLCGLCGLCG12112011939118107106108105IPIPIPIPIPIPIPIPIPIPIPIPIPIP106107108109110111120121122118117114112113119SSFSSFSSSSFSSFSSF5152IPIPSSFSAFTO STR. #119DA=0.43 AC.C=0 74DOUBLE ROW OF SUPER SILT FENCETO STR. #122DA=1.03 AC.C=0.63TO STR. #52DA=0.19 AC.C=0.65TO STR. #121DA=0.85 AC.C=0.62TO STR. #120DA=0.65 AC.C=0.55TO STR. #109DA=0.50 AC.C=0.66** WETLAND MITIGATION BUFFER/DELINEATED AREAS TO BE PROTECTEDFROM LANDDISTURBANCE ACTIVITIES. SUPER SILTFENCE AND SAFETY FENCE SHALL BEINSTALLED AS SHOWN.,ETO STR. #110DA=0.49 AC.C=0.67TO STR. #107DA=0.24 AC.C=0.66TO STR. #108DA=0.15 AC.C=0.64TO STR. #114DA=0.12 AC.C=0.66TO STR. #117DA=0.43 AC.C=0.70TO STR. #51DA=0.18 AC.C=0.65JEWEL BOX DRIVE50' ROWNORLAND KNOLL DRIVE55' ROWINTERLACE WAY50' ROWINTERLACE WAY50' ROWNORLAND KNOLL DRIVE55' ROWTO STR. #106DA=0.10 AC.C=0.80TO STR. #111DA=0.15 AC.C=0.66TO STR. #118DA=0.52 AC.C=0.66SECTION 17SECTION 17SECTION 17SECTION 15SECTION 15SECTION 15SECTION 15151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV11E&S PHASE IIRev. No. Date0611/16/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 181" = 30'MATCH LINE SHEET 12MATCH LINE-SHEET 14CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBER603001530SCALE: 1" = 30'NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2. REFER TO SHEETS 47 FOR DITCH SECTIONS ANDCOMPUTATIONS LOT 1717LOT 1718LOT 1719OPEN SPACEWATER QUALITY SWALE #4(SEE SHEET 20 FOR DETAILS)LOT 1720LOT 1721LOT 1722LOT 1723LOT 1743LOT 1744LOT 1745LOT 1746LOT 1747OPEN SPACELOT 1710WATER QUALITY SWALE #3(SEE SHEET 20 FOR DETAILS)LOT 1711LOT 1712LOT 1713LOT 1714LOT 1715LOT 1716WATERQUALITYSWALE #1EET19WATER QUALITY SWALE #5(SEE SHEET 19 FOR DETAILS)947956088081100090072067081090043TOP987991001005014020091075062078044058073086066079105100116111092098087103068TC057TC056TC042TC976TC960TC959TC09TC051094068TC042TC948944955962967975978003998012017030053076603900602900300497395992589786988389094296198400302703603604704002702800198196890688096596497499301203404705107009793703308909907106507206704503904903002002100200298596098896595496195394294094893506205803402600698996495010007139131119128098119565TC8940952959518953:13:13:13:13:13:1981971989008036024037064005026025994973959000947039032X-SEC "2"X-SEC "3"596594592590560562564566568570572574576578580582584586588558600 598598596 600 598602606604608606604604606610 610608606608608 610608606608606604602596 600598598600602604606608596610612 604602 6 605.56085566045995965945925965945925915945925905885916006003599602598596598590600600602604576578580582584566568564574572570576578580582584568574572570585.5585.5 585.5584582585.5 584582581 581588 590 592 584 582 586 581 578580582572574576562564566568570558560584585.5584582581558554556 560562596SAFSAFIPIPIPOPLCGLCGLCGLCGLCGIPIPIPIPIPIPIP3910410310235108105CDCDCD103102101100A104105106107108109110111120112113SSFSSFSSFSSFSSFSFSSFSSFSSFCDEX4CDIPIPCDSSFBMBMTO STR. #104DA=0.29 AC.C=0.65TO STR. #103DA=0.39 AC.C=0.74DOUBLE ROW OFSUPER SILT FENCETO STR. #110DA=0.49 AC.C=0.67TO STR. #109DA=0.50 AC.C=0.66TO STR. #105DA=0.35 AC.C=0.66** WETLAND MITIGATION BUFFER/DELINEATED AREAS TO BE PROTECTEDFROM LANDDISTURBANCE ACTIVITIES. SUPER SILTFENCE AND SAFETY FENCE SHALL BEINSTALLED AS SHOWN.RIP RAP24" x 7' x 15'CL-IRIP RAP24" x 25' x 30'CL-ITO STR. #111DA=0.15 AC.C=0.66TO STR. #107DA=0.24 AC.C=0.66TO STR. #108DA=0.15 AC.C=0.62NORLAND KNOLL DRIVE(P.A.D.)JEWEL BOX DRIVE50' ROWNORLAND KNOLL DRIVE50' ROWRIP RAP18" x 25' x 11'CL-AINA GREENSCS 250 MATOR EQUIV.195'TO STR. #106DA=0.10 AC.C=0.80OP151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV12E&S PHASE IIRev. No. Date0611/16/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 181" = 30'MATCH LINE-S H E E T 11 MATCH LINE-SHEET 13CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERMATCHLINE-SHEET 13603001530SCALE: 1" = 30'NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2. REFER TO SHEETS 47 FOR DITCH SECTIONS ANDCOMPUTATIONS LOT 1753LOT 1752LOT 17 5 8 LOT 1 7 5 7 LOT 1756LOT 1755LOT 1754OPEN SPACEWATER QUALITYSWALE #6(SEE SHEET 19 FORDETAILS)SWMBASIN(SEE SHEET 21FOR DETAILS)LOT 1723 LOT 1743 LOTLOT 1746LOT 1747LOT 1748LOT 1749LOT 1750LOT 1751OPEN SPACESTREETLIGHTSTREETLIGHTLOT 1 8 3 0 LOT 1801LOT 1802LOT 1803LOT 1804LOT 18 0 5 LOT 18 0 6 LOT 1 8 3 1 WATERQUALITYSWALE #1(SEE SHEET 19FOR DETAILS) 64 00 INV 74 60 TOP 09 0 07206 7 08109 0043TOP 09107508 6079 18917517518417418917416116616118017515114616516013613114914412011513412910510011611109209 8087103 11513012216 3 14 6 15 1 16 8 15617216117716417714 8 06 5 07 0 07 5 08008511116216716315815 3 172167163158109TC11 9TC122TC 134TC172TC159TC159TC164TC05 1 09709208 8 08 3 07 7 127126115173HP079TC079TC10210209709 3 08 8 05 3 1200100313313 913 512812 3 13 6 15 5 13 3 14 219417517219219417117219817 115 914 817 87 614 5 15 3 15 3 15 5 14 BP1 15 TOP67 11 1 14 0 14 BP0 15 8 16 9 15 717016 BP 017 5 15 917717BP2172 15 316 516 817 8 17 BP7182192197172192197182179169 15 OLR9 13 BP5 15 111 912809 811 151200138167187 12 212 7 14 TC 13 3 TC 172TC14 5 TC 14 5 TC 03706409310899 4039068 095109097114108078TOP09608205906509608809410309395 0 WEIR 95 0 WEIR 94 0940 94 0 03 2 03803503 5 03 5035 04 5WEIR045WEIR INV=598.0INV=59 0 . 0 X-SEC "4"X-SEC "5"X-SEC " 6 "X-SEC "7"596594596598600602600598 592594608606604610612608610 612610610608606604618612614616610610 6 1 8618616616614612 612 61 6 6 1 4 612612608606608 610614616616614612610616616 616 608 608 610 612 614 12 4 610 616610608606604612614616616614612610616614612610616614612610606604592 590 588 586 584 582 580 578 576 574 572 570 568 574572570568578578576576574572570568566612 612608 602600 598 596 594 594586588590592594614 616 618616 596.5596614610612 614618 604602604606605.5 600600598596612608SSFLCGLCGOPCD118110 111 112113 108109IPIPIPIPIPIPIPIPIPIPIPIP CD CDCDCDCDCD111120117115 116114112 113123124125126131130116AIPSSFCDCDCDCDIP125AIPDDDDIP129BMBMJEWEL BOX DRIVE50' ROWJEWEL BOX DRIVE50' ROWCOMPASS COUR T 50' ROWTO STR. #112DA=0.10 AC.C=0.79TO STR. #113DA=0.32 AC.C=0.67TO STR. #130DA=0.16 AC.C=0.67TO STR. #131DA=0.35 AC.C=0.60TO STR. #125DA=0.13 AC.C=0.71RIP RAP24" x 6' x 35'CL-IRIP RAP18" x 25' x 25'CL-A1TO STR. #116DA=0.19 AC.C=0.71TO STR. #114DA=0.12 AC.C=0.66TO STR. #126DA=0.07 AC.C=0.73TO STR. #124DA=0.11 AC.C=0.77TO STR. #115DA=0.21 AC.C=0.61TO STR. #125ADA=0.44 AC.C=0.60TO STR. #116ADA=0.25 AC.C=0.40SECTION 17SECTION 18NA GREENSCS 250MATTING OREQUIV.116'TO STR. #129DA=0.07 AC.C=0.62NA GREENSCS 250MATTING OREQUIV.267'CDCDCDCDCDCDCDCDCDNA GREENSCS 250MATTING OREQUIV.267'BMBMBMSAF LCG 35SSF SSF EX4SSF DOU B L SUP E x 30'I151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV13E&S PHASE IIRev. No. Date0510/26/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 181" = 30'MATCH LINE-SHEET 14MAT C H LINE- S H E E T 12 CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERMATCHLINE-SHEET 12 MATCH LINE-SHEET 14603001530SCALE: 1" = 30'NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2. REFER TO SHEETS 47 FOR DITCH SECTIONS ANDCOMPUTATIONS LOT 1726LOT 1727LOT 1728LOT 1729LOT 1730LOT 1731LOT 1732LOT 1733LOT 1740LOT 1741LOT 1742 LOT 1 7 5 9 LOT 1 7 5 8 LOT 1757LOT 17OPENSPACEOPEN SPACELO LOT 1749LOT 1750LOT 1751WATER QUALITYSWALE #4-15(SEC. 15)STREETLIGHTSTREETLIGHTOT 1704LOT 1734LOT 1735LOT 1736LOT 1737LOT 1738LOT 1739LOT 1 7 6 0 LOT 1 7 6 1 LOT 1 7 6 2 LOT 1 7 6 3 LOT 1 7 6 4 LOT 1819LOT 1820LOT 1821LOT 1822LOT 1823LOT 1824LOT 1825LOT 1827LOT 1828LOT 1829LOT 1830LOT 1801LOT 1802LOT 1803LOT 1804LOT 1 8 0 5 LOT 1 8 0 6 LOT 1 8 0 7 LOT 1 8 0 8 LOT 1 8 0 9 LOT 1 8 1 0 LOT 1 8 1 1 LOT 1 8 1 2 LOT 1 8 1 3 LOT 1 8 1 4 LOT 1 8 1 5 LOT 1 8 1 6 LOT 1 8 1 8 LOT 1 8 1 7 LOT 1831STREETLIGHTLOT 1826WATERQUALITYSWALE #7(SEE SHEET 19FOR DETAILS)1491550171 15 2 12 3 16 18 9 18 3 18 9202 16 4 16 8 17 0 17 46 18918717 2 13 0 13 5178184 13 5 185TC188TC17 0 TC 16 0 TC 16 0 TC151HP19015 9 16 1175 16 9184161 16 9 16 2 18 1 188CL080INV090TOP090TOP11 0 11 0 18118217217318717618717517417218616015517014313915414916506095067HP055TOP104119104125134102HP112150130156173140142148151188190197194205194200205193200189175175184174189174116616118017515114616516013613114914412011513412914 0 15 7 16 3 14 6 1511681561721611716415 7 13 6 14 2 14 8 05 9 06 5 070167163158153167163158152146109TC11 9 TC122TC 134TC172TC164TC12 6 TC192TC190TC155162138133097TOP10909007307 08307 7 173HP09308 8 08 2 077980860INV126LP15 9 13 4 TC 15 0 EP 14 2 EP 14 1 TC 15 6 TC 14 9 TC 13 0 EP 13 8 EP 15 9 15 2 15 2 15 2192HP81611614615916017216215015514913612111 6102089094111127121136133149055070091200194191185177183186171188160172164173165157167152164159141147143133139135128125137150177174184166138134156141167 15 4 13 9 08 0 08 1 07 6 12 3 11 2 08 6 05 9 06 5 11 7 09 3 06 3 04 0 02 8 17 1 17 0 16 3 15 5 14 7 13 0 13 4 16 5 15 7 14 9 12 9 13 1 13 7 14 5 15 3136150160145133142146147167144158144173155152160160183172163167162191174179197172186206206189183213212192194175172192194171172198 17 1 15 9 14 8 17 8 17 6 14 4 14 1 17 5 16 1 14 2 16 7 13 5 15 5 13 3 13 5 15 5 15 0 13 515315315514BP115TOP6711114014BP015816915614717TOP0115171178175184167188192199159 12 TOP6 10 BP914SW9 18SW9 18SW5 13 SW6 13 0 16 BP0 17 515917717BP217317215215116016415419018TOP 8 12 3 13 BP6 15 9 13 3 16 5 16 3 16 0 16 6 15 3 15 2 14 2 14 2 14 3 13 2 13 4 13 5 13 9 13 5 14 8 14 9 15 9 15 2 15 2 15 2 15 1 14 8 11 4 14 9 12 1 13 7 13 4 13 1 14 8 12 9 12 9 12 5 15 5 15 5 15 2 16 5 16 1 17 8 17 8 17 817BP718219219717219219718217916915415219219919919620419OLR913BP515BP216BP916114414TC718SW8 15 SW9 15 SW9 17SW9 17SW2 14 SW3 14 SW0 15 TOP4 13 9 14 HP4 14 912811SW1 15184TC 3 19 5 19 7 19 9 19 19 4 HP 19 8 HP 816718712212714415919219620620321321133TC133TC172TC14 5 TC 14 5 TC 12 6 TC 12 2 TC 12 3 TC 15 3 TC 980980980980982000TOP990RIM9801821731751871080951090175HPINV=602.69INV=602.69610610616614618616618618618 6166201861861 606 6106126086086106126146 0 6 60 4 61861 8618616616614612616 618616620620610616614612614610612 6086616618618614616618618 616 616 614612 614614616614 6146166 1 6 616616 616608 610 612 614 612 614 610 608 614618 614616606604616614612610616612 612616614616618618610 612614 608610616 610612 614 616 616 618 620 620616612614614 616 618616 614 61 4 6 1 2612614616618 616614618616 616 618 614 614 616618612614612612 6 1 6 616616 614618 614614616618598600602602600590592594596598606 604608 610 612 602600602 600 612OP LCGLCGOP121 120 119 118110111 112113 116 107 115114 109IPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIP121122118117115116114112127128131130133134137135119141138139136132116A136AIPIPIPIPIIPIP129545553IPIP56140IPNORLAND KNOLL DRIVE55' ROWINTERLACE WAY50' ROWINTERLACE WAY50' ROWJEWEL B O X D RI VE 50' R O W JEWEL BOX DRIVE50' ROWTO ST R . # 5 4 DA=0. 2 4 A C . C=0.55 TO STR. #134DA=0.20 AC.C=0.68TO STR. #112DA=0.10 AC.C=0.79TO STR. #113DA=0.32 AC.C=0.67TO STR. #118DA=0.52 AC.C=0.66TO STR. #136ADA=0.40 AC.C=0.39TO STR. #136DA=0.80 AC.C=0.42TO STR. #132DA=0.28 AC.C=0.74TO STR. #138DA=0.41 AC.C=0.68TO STR. #128DA=0.13 AC.C=0.67TO STR. #137DA=0.19 AC.C=0.65TO ST R . # 5 7 DA=0. 3 0 A C . C=0.65 TO ST R . # 5 5 DA=0. 0 7 A C . C=0.69 TO ST R . # 5 8 DA=0. 4 2 A C . C=0.65 TO STR. #141DA=0.70 AC.C=0.42TO STR. #130DA=0.16 AC.C=0.67TO STR. #131DA=0.35 AC.C=0.60RIP RAP24" x 8' x 39'CL-ITO STR. #116DA=0.19 AC.C=0.71TO STR. #114DA=0.12 AC.C=0.66TO STR. #126DA=0.07 AC.C=0.73TR #124TO STR. #135DA=0.43 AC.C=0.77TO STR. #119DA=0.43 AC.C=0.74TO STR. #117DA=0.43 AC.C=0.70TO STR. #115DA=0.21 AC.C=0.61ATO STR. #116ADA=0.25 AC.C=0.40TO STR. #139DA=0.24 AC.C=0.42SECTION 18SECTION 17SECTSECTION 17SECTION 18SEC TI O N 1 7 SEC TI O N 1 8 SECTION 17SECTION 18SECTION 15SECTION 17SECTION 15SECTION 18TO STR. #129DA=0.07 AC.C=0.62SECTION 16TO STR. #122DA=1.03 AC.C=0.63TO STR. #121DA=0.85 AC.C=0.62TO STR. #120DA=0.65 AC.C=0.55TO STR. #140DA=0.18 AC.C=0.64CDCDCDRIP RAP24" x 8' x 10'CL-INA GREENSCS 250MATTING OREQUIV.267'BM151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV14E&S PHASE IIRev. No. Date0510/26/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 181" = 30'MATCH LINE-SHEET 11CARRYING OUT THE LAND DISTURBINGACTIVITY AS SET FORTH IN THE PLANS.IS THE PARTY RESPONSIBLE FORTHE RESPONSIBLE LAND DISTURBERDATE:CERTIFICATION #:NAME:RESPONSIBLE LAND DISTURBERMATCH LINE-SHEET 13603001530SCALE: 1" = 30'MATCH LINE-SHEET 13NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2).2. REFER TO SHEETS 47 FOR DITCH SECTIONS ANDCOMPUTATIONS 15E&S NARRATIVEAS SHOWNSNOWDEN BRIDGESECTION 17 AND 18STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760B151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No. Date0408/28/2020MINIMUM CONSTRUCTION STANDARDSAn erosion and sediment control program adopted with this plan must be consistent withthe VSECH for 9VAC25-840-40 minimum standards:1. Permanent or temporary soil stabilization shall be applied to denuded areas withinseven days after final grade is reached on any portion of the site. Temporary soilstabilization shall be applied within seven days to denuded areas that may not be atfinal grade but will remain dormant for longer than 14 days. Permanent stabilizationshall be applied to areas that are to be left dormant for more than one year.2. During construction of the project, soil stock piles and borrow areas shall be stabilizedor protected with sediment trapping measures. The applicant is responsible for thetemporary protection and permanent stabilization of all soil stockpiles on site as wellas borrow areas and soil intentionally transported from the project site.3. A permanent vegetative cover shall be established on denuded areas not otherwisepermanently stabilized. Permanent vegetation shall not be considered establisheduntil a ground cover is achieved that is uniform, mature enough to survive and willinhibit erosion.4. Sediment basins and traps, perimeter dikes, sediment barriers and other measuresintended to trap sediment shall be constructed as a first step in any land-disturbingactivity and shall be made functional before upslope land disturbance takes place.5. Stabilization measures shall be applied to earthen structures such as dams, dikesand diversions immediately after installation.6. Sediment traps and sediment basins shall be designed and constructed based uponthe total drainage area to be served by the trap or basin.a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acreof drainage area and the trap shall only control drainage areas less than three acres.b. Surface runoff from disturbed areas that is comprised of flow from drainage areasgreater than or equal to three acres shall be controlled by a sediment basin. Theminimum storage capacity of a sediment basin shall be 134 cubic yards per acre ofdrainage area. The outfall system shall, at a minimum, maintain the structural integrityof the basin during a 100-year storm of 24-hour duration. Runoff coefficients used inrunoff calculations shall correspond to a bare earth condition or those conditionsexpected to exist while the sediment basin is utilized.7. Cut and fill slopes shall be designed and constructed in a manner that will minimizeerosion. Slopes that are found to be eroding excessively within one year ofpermanent stabilization shall be provided with additional slope stabilizing measuresuntil the problem is corrected.8. Concentrated runoff shall not flow down cut or fill slopes unless contained within anadequate temporary or permanent channel, flume or slope drain structure.9. Whenever water seeps from a slope face, adequate drainage or other protection shallbe provided.10. All storm sewer inlets that are made operable during construction shall be protectedso that sediment-laden water cannot enter the conveyance system without first beingfiltered or otherwise treated to remove sediment.11. Before newly constructed stormwater conveyance channels or pipes are madeoperational, adequate outlet protection and any required temporary or permanentchannel lining shall be installed in both the conveyance channel and receivingchannel.12. When work in a live watercourse is performed, precautions shall be taken to minimizeencroachment, control sediment transport and stabilize the work area to the greatestextent possible during construction. Nonerodible material shall be used for theconstruction of causeways and cofferdams. Earthen fill may be used for thesestructures if armored by nonerodible cover materials.13. When a live watercourse must be crossed by construction vehicles more than twice inany six-month period, a temporary vehicular stream crossing constructed ofnonerodible material shall be provided.14. All applicable federal, state and local requirements pertaining to working in orcrossing live watercourses shall be met.15. The bed and banks of a watercourse shall be stabilized immediately after work in thewatercourse is completed.16. Underground utility lines shall be installed in accordance with the following standardsin addition to other applicable criteria:a. No more than 500 linear feet of trench may be opened at one time.b. Excavated material shall be placed on the uphill side of trenches.c. Effluent from dewatering operations shall be filtered or passed through an approvedsediment trapping device, or both, and discharged in a manner that does notadversely affect flowing streams or off-site property.d. Material used for backfilling trenches shall be properly compacted in order tominimize erosion and promote stabilization.e. Restabilization shall be accomplished in accordance with this chapter.f. Applicable safety requirements shall be complied with.17. Where construction vehicle access routes intersect paved or public roads, provisionsshall be made to minimize the transport of sediment by vehicular tracking onto thepaved surface. Where sediment is transported onto a paved or public road surface,the road surface shall be cleaned thoroughly at the end of each day. Sediment shallbe removed from the roads by shoveling or sweeping and transported to a sedimentcontrol disposal area. Street washing shall be allowed only after sediment is removedin this manner. This provision shall apply to individual development lots as well as tolarger land-disturbing activities.18. All temporary erosion and sediment control measures shall be removed within 30days after final site stabilization or after the temporary measures are no longerneeded, unless otherwise authorized by the VESCP authority. Trapped sediment andthe disturbed soil areas resulting from the disposition of temporary measures shall bepermanently stabilized to prevent further erosion and sedimentation.19. Properties and waterways downstream from development sites shall be protectedfrom sediment deposition, erosion and damage due to increases in volume, velocityand peak flow rate of stormwater runoff for the stated frequency storm of 24-hourduration in accordance with the following standards and criteria. Stream restorationand relocation projects that incorporate natural channel design concepts are notman-made channels and shall be exempt from any flow rate capacity and velocityrequirements for natural or man-made channels:a. Concentrated stormwater runoff leaving a development site shall be dischargeddirectly into an adequate natural or man-made receiving channel, pipe or storm sewersystem. For those sites where runoff is discharged into a pipe or pipe system,downstream stability analyses at the outfall of the pipe or pipe system shall beperformed.b. Adequacy of all channels and pipes shall be verified in the following manner:(1) The applicant shall demonstrate that the total drainage area to the point of analysiswithin the channel is one hundred times greater than the contributing drainagearea of the project in question; or(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify thatstormwater will not overtop channel banks nor cause erosion of channel bed orbanks.(b) All previously constructed man-made channels shall be analyzed by the use ofa 10-year storm to verify that stormwater will not overtop its banks and by theuse of a two-year storm to demonstrate that stormwater will not cause erosionof channel bed or banks; and(c) Pipes and storm sewer systems shall be analyzed by the use of a 10-yearstorm to verify that stormwater will be contained within the pipe or system.c. If existing natural receiving channels or previously constructed man-made channelsor pipes are not adequate, the applicant shall:(1) Improve the channels to a condition where a 10-year storm will not overtop thebanks and a two-year storm will not cause erosion to the channel, the bed, or thebanks; or(2) Improve the pipe or pipe system to a condition where the 10-year storm iscontained within the appurtenances;(3) Develop a site design that will not cause the pre-development peak runoff ratefrom a two-year storm to increase when runoff outfalls into a natural channel or willnot cause the pre-development peak runoff rate from a 10-year storm to increasewhen runoff outfalls into a man-made channel; or(4) Provide a combination of channel improvement, stormwater detention or othermeasures which is satisfactory to the VESCP authority to prevent downstreamerosion.d. The applicant shall provide evidence of permission to make the improvements.e. All hydrologic analyses shall be based on the existing watershed characteristics andthe ultimate development condition of the subject project.f. If the applicant chooses an option that includes stormwater detention, he shall obtainapproval from the VESCP of a plan for maintenance of the detention facilities. Theplan shall set forth the maintenance requirements of the facility and the personresponsible for performing the maintenance.g. Outfall from a detention facility shall be discharged to a receiving channel, andenergy dissipators shall be placed at the outfall of all detention facilities as necessaryto provide a stabilized transition from the facility to the receiving channel.h. All on-site channels must be verified to be adequate.i. Increased volumes of sheet flows that may cause erosion or sedimentation onadjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipesystem, or to a detention facility.j. In applying these stormwater management criteria, individual lots or parcels in aresidential, commercial or industrial development shall not be considered to beseparate development projects. Instead, the development, as a whole, shall beconsidered to be a single development project. Hydrologic parameters that reflect theultimate development condition shall be used in all engineering calculations.k. All measures used to protect properties and waterways shall be employed in amanner which minimizes impacts on the physical, chemical and biological integrity ofrivers, streams and other waters of the state.l. Any plan approved prior to July 1, 2014, that provides for stormwater managementthat addresses any flow rate capacity and velocity requirements for natural orman-made channels shall satisfy the flow rate capacity and velocity requirements fornatural or man-made channels if the practices are designed to (i) detain the waterquality volume and to release it over 48 hours; (ii) detain and release over a 24-hourperiod the expected rainfall resulting from the one year, 24-hour storm; and (iii)reduce the allowable peak flow rate resulting from the 1.5, 2, and 10-year, 24-hourstorms to a level that is less than or equal to the peak flow rate from the siteassuming it was in a good forested condition, achieved through multiplication of theforested peak flow rate by a reduction factor that is equal to the runoff volume fromthe site when it was in a good forested condition divided by the runoff volume fromthe site in its proposed condition, and shall be exempt from any flow rate capacity andvelocity requirements for natural or man-made channels as defined in any regulationspromulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.m.For plans approved on and after July 1, 2014, the flow rate capacity and velocityrequirements of § 62.1-44.15:52 A of the Act and this subsection shall be satisfied bycompliance with water quantity requirements in the Stormwater Management Act (§62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless suchland-disturbing activities are in accordance with 9VAC25-870-48 of the VirginiaStormwater Management Program (VSMP) Regulation or are exempt pursuant tosubdivision C 7 of § 62.1-44.15:34 of the Act.n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 ofthe Virginia Stormwater Management Program (VSMP) Regulation shall be deemedto satisfy the requirements of this subdivision 19.Phase II:Phase I controls shall remain into Phase II for the duration of the project or until drainage area isstabilized unless shown otherwise.Install inlet and outlet protection measures as stormwater structures are installed.Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4.Contractor shall redirect the concentrated flow away from the fill slope by installing diversion dikeand divert the runoff to sediment traps or sediment basins.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes(3:1 or greater) and as needed to stabilize disturbed areas.BMPs shall not be installed until their respective drainage area is completed and full stabilized.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) daysafter final grade is reached on any portion of the site. Temporary soil stabilization shall be appliedwithin seven (7) days to denuded areas that may not be at final grade but will remain dormant forlonger than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are tobe left dormant for more than one year.Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/ortemporary vegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seededand mulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediatelyafter constructionErosion control mats shall be installed over steep (3:1) cut and fills slope which have been broughtto final grade and seeded to protect from rill and gully erosion.Management Strategies:Construction shall be sequenced such that grading operations will begin and end as quickly aspossible.The site superintendent shall be responsible for the installation and maintenance of all erosion andsediment control measures. Maintenance of these measures throughout the project is critical to theeffectiveness of the program.After areas above controls have been stabilized, the controls shall be cleaned up and removed.Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted,seeded and mulched within five (5) days after backfilling. No more than 500 feet are to be open atany one time.All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.Drainage swales shall be stabilized with check dams until vegetation has been well established, atwhich time the check dams shall be removed.Devices listed above are considered minimum erosion and sediment controls. Additional controlmeasures may be necessary due to contractor phasing or other unforeseen conditions. It is thecontractor's responsibility to provide additional measures to those shown, as needed, in order tocontrol erosion and contain sediment on site. All measures shall be installed according to thestandards and specifications in the Virginia Erosion and Sediment Control Handbook.Stormwater Management:IIncreased runoff from this development will be controlled by the Project's stormwater managementfacilities and by the Regional stormwater management facility. (See regional stormwatermanagement plan for calculations)Maintenance Program:All control measures shall be inspected daily by the site superintendent or his representative andwithin 24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Anydamaged structural measures are to be repaired by the end of the day. Seeded areas shall bechecked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilizedand re-seeded as needed until grass is established.Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of byspreading on site.Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged bysediment, it shall be removed and cleaned or replaced immediately.The contractor is responsible for keeping existing public roads in a clean, dust and mud free,condition at all times.Erosion and sediment control program:Phase I1. Hold pre-construction meeting on site with inspector.2. Install construction entrance.3. Clearing and grubbing for placement of sediment control devices only.4. Obtain inspector's approval prior to beginning grading operations.5. Clear and grub main area of site protected by installed E&S controls.Phase II6. Rough grade remainder of site.7. Install drainage devices with sediment control.8. Final grading.9. Restoration and stabilization of disturbed areas.10. Remove erosion and sediment control measures with the approval of the inspector.Note: The Frederick County Public Works and Engineering Department retain the right to addand/or modify these erosion and sediment control measures during the construction process,within reason, to ensure adequate protection to the public and the environment.Seeding schedule (soil stabilization):1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.2. Spread topsoil at a minimum depth of four (4) inches.3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000square feet (2 tons per acre).4. Fertilize with 10-10-10 fertilizer at a rate of 23 lbs per 1,000 square feet (1,000 lbs per acre).5. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 33% Red TopClover.6. Mulch all seeded areas with straw mulch applied at a rate of 3,500 lbs per acre anchored withcutback or emulsified asphalt applied at a rate of 200 gallons per acre.Dust control:1. Temporary seeding shall be applied to all disturbed areas subject to little or no constructiontraffic.2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface iswet and repeated as needed to control dust.SNOWDEN BRIDGE, SECTIONS FIFTEEN THROUGH TWENTY EROSION AND SEDIMENTCONTROL NARRATIVEDescription: The Project development will consist of the construction of a mix of both Single Familyhomes and Townhomes/Multiplex units with related utilities and road construction. The property iszoned R4 and is located east of Snowden Bridge Boulevard approximately 0.8 miles south of route761 (Old Charles Town Road) in Frederick County Virginia. This development will be in conjunctionwith the extension of Snowden Bridge Boulevard by separate plan. This project will be submitted asthree seperate plans. The first plan will be for sections Fifteen and Sixteen. The second plan will befor sections Seventeen and Eighteen, while the third plan will be for sections Nineteen and Twenty.The E&S Overall Phase I sheet depicts controls for sections Fifteen through Twenty and is includedin all three plans. This was done as earthwork balance was computed for all three plans together.The remaining phase I and phase II plan sheets only depict controls for that particular planssections.This plan has two sections. Section Seventeen consists of 64 Single Family homes and SectionEighteen consists of 5 Single Family homes and 26 Townhomes/Multiplex units, with related utilitiesand road construction. Total site area for Sections Seventeen and Eighteen is 34.21 acres of whichapproximately 27.57 acres will be disturbed for construction.Date of construction: Construction may begin following plan approval and the submission andapproval of all required Slope Stability Analyses. The project will take approximately twelve (12)months to complete. Sections Fifteen and Sixteen will be constructed first. Followed by sectionsSeventeen and Eighteen and then by sections Nineteen and Twenty.Existing site conditions: The proposed site is vacant, former agricultural lands comprised ofsuccessional vegetation. The sites rolling terrain generally drains to the north, south, and east and isdivided into three drainage areas on either side of two ridges upon which most of the site is located;as indicated on the plans. Each area drains to well defined drainage channels flowing to the southand east. Slopes along the swales average between 3% and 8%.Adjacent areas: The site is bounded on the west by Snowden Bridge Subdivision Sections 15 and16. Bounded on the north by an intermittent ravine and wetlands with Section 12 beyond. Additionalvacant lands and Jordan Springs (zoned RA/B2) bound the site to the east and south.Offsite areas: Top soil will be stripped from graded areas and stockpiled for use in final grading andpermanent stabilization. Stockpiles will be kept offsite on adjacent land owned by the developer tostay clear of all construction activities. The stockpiles will be stabilized with temporary seeding andprotected with silt fence.Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soilsmap this sheet. The soils on this site consist of Berks channery silt loam (1B & 1C) with slopes of3-15% and a moderate erosion hazard; Weikert-Berks channery silt loam (41B, 41D & 41E) withslopes of 3-65% and a severe erosion hazard.Critical areas: Delineated wetland and steep slope areas, as shown on the plans, are designated ascritical areas. Disturbance around all critical areas should be kept to a minimum and protected bythe E&S control measures and safety fence as shown on the plan.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structuralerosion and sediment control measures shall be constructed and maintained according to theminimum standards and specifications of the Virginia erosion and sediment control handbook.Structural Measures:Phase I:Install Safety Fence (3.01) as shown on the plans to prevent access to critical areas.Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plans to minimizesediment carried onto roadway.Install silt fence (3.05) and super silt fence as shown on the plans to intercept and detain smallamounts of sediment from disturbed areas during construction in order to prevent sediment fromleaving the site.Install storm drain inlet protection (3.07) as shown on plans to prevent sediment from entering stormdrainage systems prior to permanent stabilization of the disturbed area.Culvert inlet protection (3.08) shall be located at culvert entrances as shown to prevent sedimentfrom entering, accumulating in and being transferred by the culvert prior to permanent stabilizationof the disturbed area.Install temporary diversion dikes (3.09) as shown on the plans to divert sediment-laden runoff to thesediment trapping structures.Install Temporary Right-of-Way Diversion (3.11) in conjunction with the temporary stream crossingto shorten flow length within a sloping right-of-way, thereby reducing the erosion potential bydiverting storm runoff to a stabilized outlet.Install Temporary Sediment Traps (3.13) as shown on plans to detain sediment-laden runoff fromsmall disturbed areas long enough to allow the majority of the sediment to settle out.Install Temporary Sediment Basins (3.14) as shown on plans to detain sediment-laden runoff fromdisturbed areas in "wet" and "dry" storage long enough for the majority of the sediment to settle out.Note: Sediment Basin #3 will become a permanent stormwater facility upon completion of theproject. Contractor is to install the permanent SWM structures associated with the pond duringPhase I E&S measures. The structure must be modified in order to serve as a temporary sedimentbasin. SWM basins shall not be converted from temporary sediment basins until their respectivedrainage areas are completed and fully stabilized.Install Temporary Slope Drains (3.15) as shown on the plans to temporarily conduct concentratedstormwater runoff safely down the face of a cut or fill slope without causing erosion on or below theslope.Install Stormwater Conveyance Channel (3.17) as shown to provide for the conveyance ofconcentrated surface runoff water to a receiving channel or system without damage from erosion.Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.Install rock check dams (3.20) as shown on the plans to reduce the velocity of concentratedstormwater flows and to trap sediment generated from adjacent areas or the ditch itself.Install Temporary Vehicular Stream Crossing (3.24) as shown on the plans to provide a means forconstruction traffic to cross flowing streams without damaging the channel or banks.Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes (3:1or greater) and as needed to stabilize disturbed areas.Soil stabilization blankets & matting (3.36) shall be installed over steep 3:1 or greater cut and fillsslope which have been brought to final grade and seeded to protect from rill and gully erosion. 16E&S DETAILSN/ASNOWDEN BRIDGESECTION 17 AND 18STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760B151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No. Date 17E&S DETAILSN/ASNOWDEN BRIDGESECTION 17 AND 18STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760B151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No. Date JEWEL BOX DRIVEJEWEL BOX DRIVENORLAND KNOLL DRIVE(P.A.D.)NORLAND KNOLL DRIVE50' ROWNORLAND KNOLL DRIVE55' ROWINTERLACE WAY50' ROWINTERLACE WAY50' ROWINTERLACE WAY50' ROWJEWEL BOX DRIVE50' ROWCOMPASS COURT50' ROWNORLAND KNOLL DRIVE55' ROWJEWEL BOX DRIVE50' ROWJEWEL BOX DRIVE50' ROWSTREET SIGNSTREET SIGNSTREET SIGNSTREET SIGN18WATER QUALITY MAPSNOWDEN BRIDGESECTION 17 AND 18STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760B151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No. Date0611/16/20201" = 80'1608004080SCALE: 1" = 80'WATER QUALITY TREATMENT CALCULATIONS - (TECHNOLOGY-BASED)SITE DEVELOPMENT AREA 34.2 ACRESEXISTING IMPERVIOUS AREA 0 ACRESEXISTING % IMPERVIOUS COVER 0%POST-DEVELOPED IMPERVIOUS AREA 10.6 ACRESPOST-DEVELOPED IMPERVIOUS COVER 31%TARGET REMOVAL EFFICIENCY 30-40%WATER QUALITY SWALE (9.3 ACRES) 35% EFFICIENCYUNTREATED AREA (1.3 ACRES) 0% EFFICIENCYACHIEVED TREATMENT EFFICIENCY 31%* SWALE #3-15 and SWALE #4-15 SHALL BE CONSTRUCTED WITH SECTION 15 ANDHAVE BEEN SIZED TO ACCOMMODATE TREATMENT VOLUMES SHOWN FOR THISSECTION. 55 FF5 BFO13 SFGABIONBASKETSTOP = 581.5EDGE OFMEDIA @FINAL GRADE810MEDIACO (TYP)781INVWYE (TYP)781INV781INV781INVWYE (TYP)CO (TYP)810MEDIA810MEDIA810MEDIA810MEDIA12' TOP OF BERM = 585.512'3:13:13:1576578580582584568574572570576578580582584568574572570585.5585.5585.5584582585.5584582581581588590592584582586581558554556 560562820RIM780INVCL 1RIP RAP24" THICKHYDROCAD COMPS100 YR WSE = 583.5010 YR WSE = 583.08CL 1RIP RAP24" THICKCL 1RIP RAP24" THICK100A100C101810INV545INV100B655TOP133127CL 1RIP RAPGABIONBASKETSTOP = 598.5INV=602.69INV=602.69990RIM980MEDIAEDGE OFMEDIA @FINAL GRADE59860060260260059059259459659806604602600600600602602598598600142143950INV980MEDIA980MEDIA980RIP982RIP860INVCO (TYP)WYE (TYP)951INV951INV951INVCO (TYP)WYE (TYP)SEE PROFILESHEET 45CL 1RIP RAP24" THICK10' TOP OF BERM = 602.00HYDROCAD COMPS100 YR WSE = 599.9610 YR WSE = 598.6010'3:13:11230%15%CL 1RIP RAP(24")596598600602598596598596.5596.5596596594592596.5596596CL A1RIP RAP(18")32' - 4" PVC @ 3.1%4" PERFORATEDUNDERDRAINCO (TYP)NAGREENSCS 250LININGOREQUIV.8' TOP OF BERM = 596.520' CONC WEIR TOP = 595.0SEE DETAIL THIS SHEETEDGE OFMEDIA @FINAL GRADEINV=590.0 EW-12980Inv940MEDIA950WEIR950WEIR940MEDIA940MEDIA940MEDIA940MEDIA907INV907INV907INV907INV940RIP906INV8'-0+50 0+00 0+50 1+00 1+5057558058559059560060561061557558058559059560060561061580' - 24" ADS N-12 @ 8.79%0+00.00 = ES-1 (24)INV OUT = 586.000+79.63 = BaseINV OUT = 593.00INV IN X2 (4" DRAINTILE) = 595.00TOP = 599.00 (RIM)TRASH RACK100YR WSE = 599.9610YR WSE = 599.604' (ID)OUTLETSTRUCTURESWALE #7MEDIA4"PERFORATEDDRAINTILESTR142STR143STR 143 - STR 142COMPACTFILL TO 95%MAXIMUMDRY DENSITYPER ASHTO -T-99EMBANKMENT10' TOPWIDTHELEV =602.003:1 MAX3:1 MAX RIP RAP24"x8'x10'CL-I-0+50 0+00 0+50 1+00 1+50 2+005455505555605655705755805855905955455505555605655705755805855905950+00.00 = EW-1 (36)INV OUT = 554.50INV OUT = 572.50INV IN X2 (4" DRAINTILE) = 578.00TOP = 582.00STR100CSTR100ASTR 100A - STR 100C4"PERFORATEDDRAINTILEEMBANKMENT12' TOPWIDTHELEV =585.503:1 MAX3:1 MAX COMPACTFILL TO 95%MAXIMUMDRY DENSITYPER ASHTO -T-99PROP GRADEPROP GRADEEX GRADEEX GRADESWALE #5MEDIA4' (ID)OUTLETSTRUCTURETRASH RACK100YR WSE = 583.5010YR WSE = 583.08RIP RAP24"x30'x25'CL-I0+20.69 = MH1INV OUT = 554.60INV IN = 557.341+42.37 = Base21' - 36"ADS N-12 @ 0.50%122' - 30" ADS N-12 @ 12.46%TOP = 565.50STR100BTOP = 558.5010 YR HGL10 YR HGL19WATER QUALITY DETAILSSNOWDEN BRIDGESECTION 17 AND 18STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760B151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No. Date0611/16/2020WATER QUALITY SWALE #5** NOTE: ALL WATER QUALITY MEASURESSHALL BE INSPECTED AND CERTIFIED BY ACERTIFIED ENGINEER DURING CONSTRUCTION.AS SHOWNSWALE #5 TREATMENT CALC.IMPERVIOUS AREA 4.9 ACTREATMENT VOL.4.9 x 43560 x 0.0417 = 8,900 cuftAVAILABLE VOL. = 9,046 cuftSWALE #7 TREATMENT CALC.IMPERVIOUS AREA 2.2 ACTREATMENT VOL. 2.1 x 43560 x 0.0417 = 3,996 cuftAVAILABLE VOL. = 4,073 cuftSWALE #6 TREATMENT CALC.IMPERVIOUS AREA 0.7 ACTREATMENT VOL. 0.7 x 43560 x 0.0417 = 1,272 cuftAVAILABLE VOL. = 1,330 cuftWATER QUALITY SWALE #6WATER QUALITY FEATURES SHALL NOT BE CONSTRUCTEDUNTIL ALL UPSTREAM DRAINAGE IS FULLY STABILIZEDWITH PERMANENT GROUND COVER.ALL ENGINEERED MEDIA BED AREAS SHALL BE PROTECTEDWITH SILT FENCE UPON COMPLETION OF WATER QUALITYSWALE CONSTRUCTION AND SHALL REMAIN IN PLACEUNTIL ALL UPSTREAM AREAS ARE STABILIZED WITH GRASSOR SOD.402001020SCALE: 1" = 20'1001020SCALE: 1" = 10'402001020SCALE: 1" = 20'WATER QUALITY SWALE TYPICAL DETAILNTS1.0'WATERQUALITYELEVATION30" - EngineeredSoil Media3:1 Slope6" - VDOT No. 57 OpenGraded Coarse Agg.Geotex 351 Fabricor EquivalentCONCRETEWEIR(WQS #1 & #6)6" MIN.GRAVELLAYERGEOTEXTILEFABRIC4" Perforated PVCUnderdrain4" PERORATEDPVC UNDERDRAIN4" CLEAN OUTWITH CAPOUTLET DITCHDAYLIGHT UNDERDRAIN(EW-11, WQS #1 & #6))ENGINEEREDSOILLAYEROUTLET STRUCTURE(WQS #5 & #7)WATER QUALITY SWALE #7SCALE: 1" = 5'52.50510SCALE: 1" = 50'5025050 100 590588586600596594592590596594592596598600600602604606608604600COCAP=603.0INV. =600.016' - 4" PVC@ 2.0% MININV=599.5COCAP=603.0INV. =600.0108' - 4" PERF.UNDERDRAIN @0.00%107' - 4" PERF.UNDERDRAIN @0.00%15' - 4" PVC@ 2.0% MININV=599.5106' - 4" PERF.0.00%15' - 4" PVC@ 3.33%INV=595.511' - 4" PVC@ 2.0% MINCOCAP=603.0INV. =600.0COCAP=599.0INV. =596.0COCAP=599.0INV. =596.0COCAP=599.0INV. =596.0107' - 4" PERF.UNDERDRAIN @0.00%COCAP=591.0INV. =588.018' - 4" PVC@ 2% MINCOCAP=591.0INV. =588.0147' - 4" PERFUNDERDRAIN @0.00%115' - 4" PERF.UNDERDRAIN @0.00%030MEDIAA030MEDIA010MEDIA030MEDIA990MEDIA990MEDIA990MEDIA990MEDIA990MEDIA910MEDIA910MEDIA910MEDIAEDGE OFMEDIA @FIN GRADEEDGE OFMEDIA @FIN GRADEEDGE OFMEDIA @FIN GRADE59218' - 4" PVC@ 2% MIN592594596600602604604604600592INV=595.5INV=587.5COCAP=591.0INV. =588.0INV=587.5SF035MEDIA945WEIR945WEIREDGE OFMEDIA @FINALGRADE8'CL A1RIP RAP(18")CL A1RIP RAP(18")INV=599.0EW-1256' - 4" PVC@ 2.7%4" PERFORATED UNDERDRAINCO (TYP)006INV005INV006INV8' TOP OF BERM = 595.5604 606605.5606 602604603.510' CONC WEIR TOP = 594.5SEE DETAIL THIS SHEET035MEDIA035MEDIA20WATER QUALITY DETAILSSNOWDEN BRIDGESECTION 17 AND 18STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760B151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVRev. No. Date0611/16/2020** NOTE: ALL WATER QUALITY MEASURESSHALL BE INSPECTED AND CERTIFIED BY ACERTIFIED ENGINEER DURING CONSTRUCTION.AS SHOWNWATER QUALITY SWALE #1WATER QUALITY SWALE #2-#4N.T.S.05/20/19VER 18' MIN1'30" Engineered SoilMedia6" - VDOT No. 8Open GradeCoarse Agg.4" Perforated PVCUnderdrain3:1 SlopeGeotex 351Fabric orEquivalent2'WATER QUALITY SWALE #2SWALE #2 TREATMENT CALC.IMPERVIOUS AREA 0.3 ACTREATMENT VOL. 0.3 x 43560 x 0.0417 = 545 cuftAVAILABLE VOL. = 1,250 cuftSWALE #3 TREATMENT CALC.IMPERVIOUS AREA 0.2 ACTREATMENT VOL. 0.2 x 43560 x 0.0417 = 363 cuftAVAILABLE VOL. = 1,650 cuftSWALE #4 TREATMENT CALC.IMPERVIOUS AREA 0.2 ACTREATMENT VOL. 0.2 x 43560 x 0.0417 = 363 cuftAVAILABLE VOL. = 720 cuft4" PVC SCREWCAP ON GRADE4" PVCNON-PERFORATEDSTANDPIPEUSE 45° WYE AND FITTING OREQUIVALENT DIRECTIONALCLEANOUT TO CONNECT UNDERDRAIN TO STANDPIPE4" PVC CLEANOUT DETAILGEOTEXTILEFABRICENGINEERED SOILLAYER6" MIN. GRAVELLAYER4" PERFORATEDCORRUGATEDUNDERDRAINNOTE: WATER QUALITY SWALE SHALL BE CONSTRUCTED ONCONTOUR AND IN FULL CUT TO ASSURE THAT THE ALL EXCESSSTORMWATER WILL OVERFLOW IN A SHEET FLOW CONDITIONAND WILL NOT PROMOTE ANY CONCENTRATED RUNOFF OREROSION.WATER QUALITY FEATURES SHALL NOT BECONSTRUCTED UNTIL ALL UPSTREAMDRAINAGE IS FULLY STABILIZED WITHPERMANENT GROUND COVER.ALL ENGINEERED MEDIA BED AREAS SHALL BEPROTECTED WITH SILT FENCE UPONCOMPLETION OF WATER QUALITY SWALECONSTRUCTION AND SHALL REMAIN IN PLACEUNTIL ALL UPSTREAM AREAS ARE STABILIZEDWITH GRASS OR SOD.402001020SCALE: 1" = 20'NOTES:1. PLANTING SOIL MEDIATHE PLANTING SOIL MEDIA SHALL BE A LOAMY SAND OR A LOAM SAND MIX. THE MIXTURE SHOULD CONTAIN A MINIMUM OF 85-88% SAND BY VOLUME, 8-12% SOIL FINES, AND 3-5%ORGANIC MATTER. THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR OBJECTS LARGER THAN ONE INCH. NO OTHER MATERIALS ORSUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE WATER QUALITY SWALE THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING ORMAINTENANCE OPERATIONS. THE PLANTING SOIL SHALL BE FREE OF BERMUDA GRASS, MUGWORT, NUTSEDGE, CANADA THISTLE, QUACKGRASS, JOHNSON GRASS, OR OTHER NOXIOUSWEEDS AS SPECIFIED UNDER COMAR 15.08.01.05.THE PLANTING SOIL SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA:P-INDEX 10-30PHOSPHORUS 7-23 mg/kgCATION EXCHANGE CAPACITY (CEC) GREATER THAN 10INFILTRATION RATE 1-2 INCHES PER HOURALL WATER QUALITY SWALE SOIL MEDIA SHALL HAVE A MINIMUM OF ONE TEST. EACH TEST SHALL CONSIST OF BOTH THE STANDARD SOIL TEST FOR pH, PHOSPHORUS, AND POTASSIUMAND ADDITIONAL TESTS OF ORGANIC MATTER, AND SOLUBLE SALTS. a TEXTURAL ANALYSIS IS REQUIRED FROM THE SITE STOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED, THEN ATEXTURAL ANALYSIS SHALL BE PERFORMED FOR EACH LOCATION WHERE THE TOP SOIL WAS EXCAVATED.SINCE DIFFERENT LABS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY, ALL TESTING RESULTS SHALL COME FROM THE SAME TESTING FACILITY.SHOULD THE pH FALL OUT OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH IRON SULFATE PLUS SULFUR.2. COMPACTIONIT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE WATER QUALITY SWALE AREA AND THE REQUIRED BACKFILL. WHEN POSSIBLE, USE EXCAVATION HOES TOREMOVE THE ORIGINAL SOIL. IF WATER QUALITY SWALE AREAS ARE EXCAVATED USING A LOADER, THE CONTRACTOR SHOULD USE WIDE TRACK OR MARSH TRACK EQUIPMENT OR LIGHTEQUIPMENT WITH TURF TYPE TIRES. USE OF EQUIPMENT WITH NARROW TRACKS OR TIRES, RUBBER TIRES WITH LARGE LUGS, OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVECOMPACTION RESULTING IN REDUCED INFILTRATION RATES AND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY CONTRIBUTE TO DESIGN FAILURE.COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE WATER QUALITY SWALE FACILITY BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER.THESE TILLING OPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGH THE 12 INCH COMPACTION ZONE. SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER.ROTOTILLERS TYPICALLY DO NOT TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF THE COMPACTION FROM HEAVY EQUIPMENT.WHEN BACKFILLING THE WATER QUALITY SWALE FACILITY, PLACE LIFTS 12" TO 18" THAT ARE LOOSELY COMPACTED. DO NOT USE HEAVY EQUIPMENT WITHIN THE WATER QUALITYSWALE. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE SWALE TO SUPPLY SOILS AND SAND. GRADE WATER QUALITY SWALE MATERIALS WITH LIGHT EQUIPMENTSUCH AS A COMPACT LOADER OR A DOZER/LOADER WITH MARSH TRACKS.3. VEGETATIONWATER QUALITY SWALE SURFACES TO BE PLANTED/ COVERED WITH FESCUE SOD. SOD MUST BE TACKED TO ENSURE NO MOVEMENT WHILE ROOT STABILIZATION TAKES PLACE.4. EROSION CONTROL PROTECTIONINSTALL TEMPORARY SILT FENCE ALONG AT THE EDGE OF THE FILTER MEDIA BED AT THE BASE OF UP ALL STREAM SLOPES TO PROTECT FILTER MEDIA FROM SILTATION UNTILSURROUNDING SLOPES ARE FULLY STABILIZED.1001020SCALE: 1" = 10'SWALE #1 TREATMENT CALC.IMPERVIOUS AREA 0.3 ACTREATMENT VOL. 2.0 x 43560 x 0.0417 = 545 cuftAVAILABLE VOL. = 691 cuftNOTE: WATER QUALITY SWALE SHALL BE CONSTRUCTED ONCONTOUR AND IN FULL CUT TO ASSURE THAT THE ALL EXCESSSTORMWATER WILL OVERFLOW IN A SHEET FLOW CONDITIONAND WILL NOT PROMOTE ANY CONCENTRATED RUNOFF OREROSION.WATER QUALITY SWALE TYPICAL DETAILNTS1.0'WATERQUALITYELEVATION30" - EngineeredSoil Media3:1 Slope6" - VDOT No. 57 OpenGraded Coarse Agg.Geotex 351 Fabricor EquivalentCONCRETEWEIR(WQS #1 & #6)6" MIN.GRAVELLAYERGEOTEXTILEFABRIC4" Perforated PVCUnderdrain4" PERORATEDPVC UNDERDRAIN4" CLEAN OUTWITH CAPOUTLET DITCHDAYLIGHT UNDERDRAIN(EW-11, WQS #1 & #6))ENGINEEREDSOILLAYEROUTLET STRUCTURE(WQS #5 & #7)WATER QUALITY SWALE #3WATER QUALITY SWALE #4 HIATT RUNSITE AREADA 2ONSITEUNDETAINED11.31 ACDA 1ONSITEDETAINED10.46 ACREGIONALSWMSTUDYPT. # 1STUDYPT. # 2STUDYPT. # 3STUDYPT. # 4DA 1aONSITEUNDETAINED1.29 ACSTUDYPT. # 5STUDYPT. # 6DA 3ONSITEUNDETAINED0.47 ACDA 4ONSITEUNDETAINED1.03 ACDA 5ONSITEUNDETAINED9.33 ACDA 6ONSITEUNDETAINED0.32 ACSTREET SIGNSTREET SIGNSTREET SIGNSTREET SIGNSECTIO N 1 7 / 1 8 SECTIO N 1 5 / 1 6SECTION 12SECTION 17/18SECTION XX/XXSECTION 17/18SECTION 11SECTION 15/16SECTION 15/16SECTION 19/20HIATT RUNSITE AREA2A11.2 ACREGIONALSWMSTUDYPT. # 1STUDYPT. # 2STUDYPT. # 3STUDYPT. # 4STUDYPT. # 5STUDYPT. # 6SECTION15 SWMBASINDA 1ONSITEDETAINED19.27 ACDA 1aONSITEUNDETAINED1.18 ACDA 3ONSITEUNDETAINED0.37 ACDA 4ONSITEUNDETAINED0.25 ACDA 5ONSITEDETAINED8.42 ACDA 6ONSITEUNDETAINED0.04 ACDA 5aONSITEUNDETAINED0.48 ACDA 6aONSITEDETAINED0.09 ACDA 2ONSITEUNDETAINED4.01 ACDA 5bOFFSITEDETAINED0.93 ACDA 5cOFFSITEDETAINED0.16 ACSECTION17 SWMBASINDA 6bONSITEDETAINED0.09 ACDA 5dOFFSITEDETAINED0.05 AC151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSCALE: 1" = 150'150 0150 3001" = 150'21STORMWATER MANAGEMENTSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18SCALE: 1" = 150'150 0150 300SNOWDEN BRIDGE SECTIONS SEVENTEEN AND EIGHTEEN SWM NARRATIVEPRE-DEVELOPED DRAINAGE:A peak flow analysis of the Hiatt Run watershed, dated March 22, 2005, was prepared by GreenwayEngineering and was subsequently approved by Frederick County. This study analyzed 10.3 squaremile upstream drainage for Hiatt Run and approximately 470 acres draining through the intermittentravine channel. The study considered future commercial and industrial development north of theSnowden Bridge (formerly known as Stephenson Village) along US Route 11 and determined thatthe portions of the Snowden Bridge development draining into Hiatt Run would not impact peakflows and therefore no formal stormwater management (SWM) would be required. However, thestudy did determine that a regional SWM facility would be required to control drainage along theintermittent ravine channel to protect adjoining downstream properties.Section 17 and 18 is an undeveloped portion of the Snowden Bridge development containingapproximately 34.21 acres of vacant agricultural land mostly covered in second growth tree coverand brush. The onsite area has been modeled utilizing six study points. Study point #1 consists ofDrainage Areas (DA) 1 and 1a which drain in a northerly direction to the intermittent ravine channeland existing Regional SWM Facility which flows east into Hiatt Run. DA 1 contains 10.46 acreswhich are detained by the Regionally SWM Facility while DA 1a contains 1.29 acres which areundetained by the Regionally SWM Facility. Study point #2 consists of DA 2 which drains eastundetained to an existing swale prior to joining the intermittent ravine channel offsite and contains11.31 acres. Study points #3, #4 and #5 consisting of DA 3 (0.47 acres), DA 4 (1.03 acres) and DA 5(9.33 acres) respectively, drain east undetained onto the adjoining properties to Hiatt Run. Studypoint #6 (0.32 acres) drains south undetained onto the adjoining property to an existing channelwhich flows into Hiatt Run.POST-DEVELOPED DRAINAGE:Approximately 56% of the post-developed drainage areas of Snowden Bridge Sections 17 and 18will be handled by the existing regional SWM facility. An additional 25% will be handled by SWMdetention facilities proposed in sections 15 & 17. The remaining 19% will continue to drain to HiattRun undetained.Study Point #1 - DA 1 contains 19.27 acres and is detained by the existing regional SWMfacility. DA 1b has been reduced from 1.29 acres to 1.18 acres and remains undetaineddischarging downstream of the regional SWM facility. The reduction in drainage area wasenough to reduce post-development flows below pre-development flows for the 2 yr and 10 yrstorm events.Study Point #2 - DA 2 has been reduced from 11.31 acres to 4.01 acres and remainsundetained in post-development. The reduction in drainage area was enough to reducepost-development flows below pre-development flows for the 2 yr and 10 yr storm events.Study Point #3 - DA 3 has been reduced from 0.47 acres to 0.37 acres and remains undetainedin post-development. The reduction in drainage area was enough to reduce post-developmentflows below pre-development flows for the 2 yr and 10 yr storm events.Study Point #4 - DA 4 has been reduced from 1.03 acres to 0.25 acres and remains undetainedin post-development. The reduction in drainage area was enough to reduce post-developmentflows below pre-development flows for the 2 yr and 10 yr storm events.Study Point #5 - Onsite area for DA 5 was decreased during post-development from 9.33 acresto 8.90 acres, however, there was an increase in the rate of runoff. An E&S Sediment Basin willbe converted into a SWM detention facility to control the additional runoff which will decreasethe 2 yr and 10 yr flows to below pre-developed rates. Additionally, offsite areas 5b (0.93 acres)5c (0.16 acres) and 5d (0.05 acres) will be detained with the SWM facility. DA 5a (0.48 acres) isthe area downstream of the SWM facility and will remain undetained.Study Point #6 - The undetained portion of DA 6 has been reduced from 0.32 acres to 0.04acres in post-development. The reduction in drainage area was enough to reducepost-development flows below pre-development flows for the 2 yr and 10 yr storm events. DA6a (0.09 acres) and DA 6b (0.09 acres) is detained by a SWM facility proposed with Section 15.Runoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area 1A Pre-developed (Undetained)Input Data: Drainage Area 1.29 acres Runoff Curve Number, CN 81 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 5.40 cfs Time to Peak 11.96 hrs Peak Rate Factor 484 Runoff Volume 0.24 acre-ft Detention Pond RoutingInflow Area 9.56 acresinflow 30.20 cfsPond Storage vol 74,304 cfTop Elevation 578.00Principle Spillway - 60" Riser, Elev. = 574.60Low Flow Orifice - 6", Elev. = 566.00Outfall Pipe - 77', 36" RCP, s = 2.60%Inv In = 566.00, Inv Out = 564.00Peak Elev 573.10Peak Discharge 2.47 cfsInv = 566.00Top = 578.006" Orifice = 566.0060" Conc.Riser100-Yr = 575.69**10-Yr = 573.10Inv = 564.0077' - 36" RCP @ 2.6%Section 17 SWM Basin Detail - NTSTop = 574.602.5:12.5:1 2.5:18'w/ Debris cage **FASTENING KIT INCLUDED**NOTE: CUSTOM SIZES AVAILABLE UPON REQUESTWITH METAL OR PLASTIC RISERPYDP 48PART NO48" PYRAMIDTRASH RACKplastic pipeElev. A-A18"25 3/4SOLUTIONSINC.PLASTIC36" or 42" plastic pipeTop of riserTrash rackHDPETop Viewmetal pipeElev. A-Astructural plastic57" (typ.)corrugated metal pipe 33", 36"or42"Top of riserTrash Rack Assemblytrash rackattached towith fastenerssupport cross bars877-877-5727Winchester VA 22604P.O. Box 4386www.plastic-solution.comPlastic Solutions Inc.trash rack or equal877-877-5727PRE-DEVELOPED DRAINAGEPOST-DEVELOPED DRAINAGESITE BOUNDARYDRAINAGE AREA LABELSDRAINAGE DIVIDESDRAINAGE AREASDETAINED BY SWM DEVICESSWM LEGENDDA 1bRunoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area 1A Post-developed (Undetained)Input Data: Drainage Area 1.18 acres Runoff Curve Number, CN 81 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 4.97 cfs Time to Peak 11.96 hrs Peak Rate Factor 484 Runoff Volume 0.23 acre-ftRunoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area 2 Pre-developed (Undetained)Input Data: Drainage Area 11.31 acres Runoff Curve Number, CN 72 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 33.58 cfs Time to Peak 11.97 hrs Peak Rate Factor 484 Runoff Volume 1.50 acre-ftRunoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area 2 Post-developed (Undetained)Input Data: Drainage Area 4.01 acres Runoff Curve Number, CN 80 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 16.29 cfs Time to Peak 11.96 hrs Peak Rate Factor 484 Runoff Volume 0.74 acre-ftRunoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area 3 Pre-developed (Undetained)Input Data: Drainage Area 0.47 acres Runoff Curve Number, CN 71 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 1.32 cfs Time to Peak 11.97 hrs Peak Rate Factor 484 Runoff Volume 0.06 acre-ftRunoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area 3 Post-developed (Undetained)Input Data: Drainage Area 0.37 acres Runoff Curve Number, CN 71 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 1.04 cfs Time to Peak 11.97 hrs Peak Rate Factor 484 Runoff Volume 0.05 acre-ftRunoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area 4 Pre-developed (Undetained)Input Data: Drainage Area 1.03 acres Runoff Curve Number, CN 66 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 2.27 cfs Time to Peak 11.97 hrs Peak Rate Factor 484 Runoff Volume 0.10 acre-ftRunoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area 4 Post-developed (Undetained)Input Data: Drainage Area 0.25 acres Runoff Curve Number, CN 64 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 0.50 cfs Time to Peak 11.97 hrs Peak Rate Factor 484 Runoff Volume 0.02 acre-ftRunoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area Study Point #5 Pre-developed(Undetained (DA 5))Input Data: Drainage Area 9.33 acres Runoff Curve Number, CN 62 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 15.95 cfs Time to Peak 11.97 hrs Peak Rate Factor 484 Runoff Volume 0.75 acre-ftRunoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area Study Point #5 Post-developed(Detained (DA 5, 5b, 5c & 5d) + Undetained (DA 5a))Input Data: Drainage Area 10.04 acres Runoff Curve Number, CN 72 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 3.03 cfs Time to Peak 11.99 hrs Peak Rate Factor 484 Runoff Volume 1.39 acre-ftRunoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area 6 Pre-developed (Undetained)Input Data: Drainage Area 0.32 acres Runoff Curve Number, CN 64 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 0.63 cfs Time to Peak 11.97 hrs Peak Rate Factor 484 Runoff Volume 0.03 acre-ftRunoff Hydrograph: SCS MethodUnit Hydrograph: SCS CurvilinearDrainage Area 6 Post-developed (Undetained)Input Data: Drainage Area 0.04 acres Runoff Curve Number, CN 61 Time of Concentration 5.0 min Base Flow 0.0 cfs Antecedent Moisture Condition Type II Rainfall Distribution Type TYPE II 24-HOUR Return Period 10 YEAR Rainfall Depth 4.19 in Time Increment 0.01 hrsComputed Results: Peak Discharge (Qp) 0.07 cfs Time to Peak 11.97 hrs Peak Rate Factor 484 Runoff Volume 0.003 acre-ft**THE 100 YEAR WATER SURFACEELEVATION (WSE) ASSUMES ALLOPENINGS BELOW THE TOP OFTHE RISER ARE CLOGGED ANDTHE STARTING WSE IS AT THETOP OF THE RISER.Trash Rack Not Shown For Clarity 55551671671971972522525555352352545435'R 5' SIDEWALKCG-655.0'36.0'5' SIDEWALKCG-6GARAGE7,320 SFLOT 1701GARAGE8,520 SFLOT 1702GARAGE7,852 SFLOT 1725GARAGE7,552 SFLOT 1726GARAGELOT 1727LOT 1728GARAGELOT 1729GARAGELOT 1730GARAGEGARAGE8,520 SFLOT 1731GARAGELOT 1732GARAGELOT 1733GARAGELOT 1740GARAGE7,349 SFLOT 1741GARAGE8,444 SFLOT 1742GARAGE5' SIDEWALKCG-65' SIDEWALKCG-6CG-6CG-6CG-65' SIDEWALKCG 65' SIDEWALKCG-65' SIDEWALKCG-650.0'32.0'50.0'32.0'50.0'32.0'5' SIDEWALKCG-661.0'120.0'120.0'71.0'5' CSE5' CSE5' CSE5' BRL5' BRL15' BRL20' BRL5' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL10' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL20' BRL71.0'62.0'120.0'119.8'119.0'61.0'61.0'61.0'120.0'120.0'120.0'120.0'120.0'117.5'117.5'119.0'117.5'119.0'71.0'71.0'71.0'61.0'61.0'121.4'64.2'69.5'61.0'82.9'60.7'62.5'8,520 SF8,520 SF8,520 SF7,440 SF7,168 SF7,226 SF7,259 SF120.3'55.4'5' CSE280' SDCG-1135'RCG-12CCG-12CSTOPSIGNCG-9B(TYP)CG-9B(TYP)CG-9B(TYP)CG 11SIGHTDISTANCEESM'TCG-9B(TYP)CG-9B(TYP)22.0'.0'61.0'16.0'TYP.16.0'TYP.16.0'TYP.OPEN SPACE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE0'R10'R10' BRLSTOPBARWATER QUALITYSWALE #3-15(SEC. 15)LOT 172310,022 SF5' SIDEWALKCG-6LOT 17247,902 SF35'R11,248 SFLOT 17437,798 SFLOT 17446,977 SFLOT 17457,071 SFLOT 17467,152 SFLOT 174720' BRL15' BRL15' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL69.5'GARAGE71.0'42.3'92.2'GARAGE24.6'5' CSE109.8'15' BRL20' BRL50.4'38.3'118.9'5' BRL5' BRL20' BRL20' BRL5' BRL5' BRL20' BRL15' BRL20' BRL' BRL120.0'42.4'39.3'53.5'120.6'120.0'53.0'120.1'7.2'52.6'61.0'GARAGEGARAGEGARAGEGARAGE12+0013+0015+0016+00 17+00 18+0019+0027+0028+0029+0046+00 47+00 48+00 49+0050+0051+0052+0099.0' TRANSITION55.0'36.0'50.0'32.0'16.0'TYP.16.0'TYP.16.0'TYP.16.0'TYP.16.0'TYP.524,840 SFCG-9B(TYP)45+46.91 =END SEC 15BEGIN SEC 1712+81.70 =END SEC 15BEGIN SEC 1752+12.84 =29+36.5720' STORM DRAINAGE ESM'T62.0'61.7'61.0'60.9'79.7'71.0'71.0'71.0'STORMDRAINAGEESM'TSTORMDRAINAGEESM'TSTORMDRAINAGEESM'TLOT 1520LOT 1521LOT 1522LOT 1523LOT 1524LOT 1525OT 1533LOT 1534(49)(51)(50)PCPTPCPCPTSTREETLIGHTSECTION 17SECTION 15OPEN SPACE44+00 45+005' BRL5' BRL5' BRLGARAGE GARAGE8,520 SFLOT 17035' BRL8,520 SFLOT 17045' BRL20' BRL20' BRL15' BRL 15' BRL71.0' 71.0'79.3'76.1'120.0'120.0'120.0'8,983 SFLOT 17088,983 SFLOT 17098,787 SFLOT 1710GARAGEGARAGEGARAGEWATER QUALITY SWALE #2(SEE SHEET 20 FOR DETAILS)61.0'71.0'71.0'71.0'51.0'71.0'71.0'51.0'15' BRLGARAGE20' BRL15' BRL5' BRL5' BRL120.0'51.0'LOT 17056,120 SF51.0'GARAGE20' BRL15' BRL5' BRL5' BRL120.0'51.0'LOT 17066,120 SF51.0'GARAGE20' BRL15' BRL5' BRL5' BRL120.0'56.0'LOT 17076,408 SF79.3'20' BRL15' BRL5' BRL5' BRL120.0'71.0'16.0'TYP.16.0'TYP.16.0'TYP.20' BRL15' BRL5' BRL120.0'5' BRL20' BRL15' BRL5' BRL5' BRL120.0'GARAGELOT 171120' BRL15' BRL5' BRL5' BRL120.6'6,136 SFGARAGELOT 171220' BRL155' BRL6,161 SF51.0'16.0'TYP.51.0'51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 17346,069 SF119.0'51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 1735119.0'51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 1736119.0'51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 1737119.0'51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 1738119.0'51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 173916.0'TYP.79.7'CG-6CG-9B(TYP)SIGHTDISTANCEESM'T-12CP BAR280' SDNORLAND KNOLL DRIVE55' ROWINTERLACE WAY50' ROWINTERLACE WAY50' ROWNORLAND KNOLL DRIVE55' ROWJEWEL BOX DRIVE50' ROW20.8' TRANS14+00STREET SIGNSTREET SIGN6,069 SF 6,069 SF 6,069 SF 6,069 SF 6,069 SF(225)(233)(38)(27)STORMDRAINAGEESM'TSECTION 17SECTION 17SECTION 17SECTION 15SECTION 15SECTION 15151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 30'22GEOMETRY PLANRev. No. Date0611/16/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SHEET 23MATCH LINE-SHEET 25603001530SCALE: 1" = 30' 167167197197252252555535'RGARAGELOT 1717GARAGELOT 1718GARAGELOT 1719GARAGEGARAGE5' SIDEWALKCG-65' SIDEWALKCG-65' SIDEWALKCG-65' SIDEWALK50.0'5' SIDEWALKCG-610' BRL20' BRL20' BRL15' BRL15' BRL15' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL20' BRL20' BRL20' BRL15' BRL5' BRL123.6'123.8'121.5'51.0'51.0'51.0'34.6'6,213 SF6,569 SF6,143 SF120.3'55.4'93.0'51.0'120.0'5' CSE5' CSE280' SDCG-1135'RCG-12CCG-12CSTOPSIGNCG-9B(TYP)CG-9B(TYP)SIGHTDISTANCEESM'T16.0'TYP.16.0'TYP.OPEN SPACE5' CSESTOPSIGN5' CSE5' CSE8'RCUL-DE-SAC54.0'45.0'10' BRL51.2'STOPBAR524,840 SFWATER QUALITY SWALE #4(SEE SHEET 20 FOR DETAILS)8'RLOT 17206,120 SF120.0'120.0'120.0'LOT 17216,120 SFLOT 17226,120 SFLOT 172310,022 SF5' SIDEWALKCG-611,248 SFLOT 17437,798 SFLOT 17446,977 SFLOT 17457,071 SFLOT 17467,152 SFLOT 174715' BRL5' BRL5' BRL42.3'92.2'GARAGE4.6'5' CSE109.8'15' BRL20' BRL50 4'38.3'GARAGEGARAGE20' BRL15' BRL15' BRL5' BRL5' BRL5' BRL5' BRL5' BRL51.0'51.0'51.0'51.0'51.0'5' BRL5' BRL15' BRL20' BRL10' BRL5' BRL5' BRL15' BRL20' BRL5' BRL5' BRL15' BRL20' BRL5' BRL5' B15' BRL20' BRL' BRL66.3'120.0'62.4'42.4'39.3'53.5'120.6'120.0'65.1'53.0'120.1'67.2'52.6'61.0'GARAGEGARAGEGARAGEGARAGE5' CSE28'R27+0028+0029+00+0052+0053+0054+0055+0055+81.2799.0' TRANSITION50.0'32.0'55.0'36.0'50.0'32.0'16.0'TYP.OPEN SPACE524,840 SF52+12.84 =29+36.5779.7'STORMDRAINAGEESM'TSTORMDRAINAGEESM'TSTORMDRAINAGEESM'TSTORMDRAINAGEESM'T20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.CG-1 1 CG-6CG-6(49)(51)(50)PCPTPTSTREETLIGHTSTREETLIGHT(107)(131)EPEP76.1'8,787 SFLOT 1710GARAGEWATER QUALITY SWALE #3(SEE SHEET 20 FOR DETAILS)(62)(132)(19)(20)(74)(129)(20)(36)(20)(25)(15)71.0'51.0'120.0'5' BRL20' BRL15' BRL5' BRL5' BRL120.0'GARAGELOT 171120' BRL15' BRL5' BRL5' BRL120.6'6,136 SFGARAGELOT 171220' BRL15' BRL5' BRL5' BRL120.7'6,161 SFGARAGELOT 171320' BRL15' BRL5' BRL5' BRL120.0'6,137 SF51.0'51.0'51.0'16.0'TYP.51.0'51.0'8,520 SFLOT 1714GARAGE71.0'71.0'71.0'5' BRL20' BRL5' BRL120.0'15' BRL8,520 SFLOT 1715GARAGE5' BRL20' BRL5' BRL120.0'15' BRL8,520 SFLOT 1716GARAGE5' BRL20' BRL5' BRL120.0'15' BRL71.0'71.0'71.0'20' BRL51.4'22.5'79.7'CG-12B280' SD16.0'TYP.NORLAND KNOLL DRIVE(P.A.D.)NORLAND KNOLL DRIVE50' ROWJEWEL BOX DRIVE50' ROWACCESSESM'TWATERQUALITYSWALE #1(SEE SHEET 19ETAILS)(58)(87)32.0'STREET SIGNSTREET SIGN(290)(142)(176)(71)(21)(30)(31)STORMDRAINAGEESM'T(96)(157)(225)WATER QUALITY SWALE #5(SEE SHEET 19 FOR DETAILS)STORMDRAINAGEESM'TSTREET SIGN151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 30'23GEOMETRY PLANRev. No. Date0611/16/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SH E E T 22 MATCH LINE-SHEET 24MATCH LINESHEET 24603001530SCALE: 1" = 30' 5555 1671675757145145303087 88 GEF E GARAG E 7,537 S F GARA G E 8,383 S F GAR A G E 8,383 SF GARAGE8,383 SFGARAGE9,641 SFGARAGE8,893 SFLOT 1753GARAGE7,320 SFLOT 1752GARAGE 50.0'32.0'C5' SIDEWALKCG-65' SIDEWALKCG-65' SIDEWALK CG-65' SIDEWALKCG-650.0'32.0'20' BRL 10' BRL20' BRL BRL 15' BRL 15' B R L 15' BRL 20' B R L 20' BRL 20' BRL20' BRL15' BRL15' BRL20' BRL20' BRL15' BRL15' BRL5' BRL 5' BRL 5' BRL 10' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL60.7' 61.0'120.0'65.7'120.0'85.9'120.0'85.9'120.0'85.9'120.0'104.1'98.7'98.8'120.0'87.2'120.0 61.0'60.1' 56.2'56.2'56.2'38.6'41.9'61.0'120LOT 17 5 8 LOT 1 7 5 7 LOT 1756LOT 1755LOT 17545' CSE5' CSE5' CSE10' BRL5' CSE280' SDCG-11STOPSIGNSIGHTDISTANCEESM'T CG-12CCG-11CG-12CSIGHTDISTANCEESM'T280' SD280' SD 5' SIDEWALK5' SIDEWALKCG-9B(TYP)50.0'29.0'34.6'34.9'16.0'TYP.OPEN SPACE126,164 SF5' CSE TEMPORARYT-TURNAROUND35'R 35'R35'R STOPSIGN10' BRL20.0'CG-13TEMPORARYACCESS EASEMNTSTOPBARWATER QUALITYSWALE #6(SEE SHEET 19 FORDETAILS) FUTURE STREETEXTENSION TYPE-IIITRAFFIC BARRIERW/ TYPE 4 OBJECTMARKSSWMBASIN(SEE SHEET 21FOR DETAILS)LOT 172310,022 SF 5' S35'R11,248 SFLOT 1743 7,071 SFLOT 17467,152 SFLOT 17477,320 SFLOT 17487,320 SFLOT 17497,320 SFLOT 17507,320 SFLOT 175115' BRL5' BRL5' BRL92.2GARAGE24.6'5' CSE109.8'15' BRL 20' BRL50.4'38.3'118.9'5' BRL5' BRL5' BRL5' BRL 5' BRL5' BRL 15' BRL20' BRL5' BRL5' BRL 15' BRL20' BRL5' BRL5' BRL 15' BRL20' BRL5' BRL5' BRL 5' BRL 5' BRL 5' BRL 15' BRL15' BRL15' BRL20' BRL20' BRL20' BRL53.5120.6'120.0'65.1'53.0'120.1'120.0'67.2'52.6'61.0'61.0'61.0'61.0'61.0'61.0'61.0'GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE10+00 11+00 12+00 19+00 21+00 22+0023+0024+0025+0026+0027+0028+0050.0'32.0' 50.0' 32.0'16.0'TYP.16.0'TYP.16.0'TYP.120.0 120.0 11+86.13 =END SEC 1723+06.55 =10+00.0026+24.48 =19+77.49.9'79.7'STORMDRAINAGEESM'TSTORMDRAINAGEESM'T STORMDRAINAGEESM'TSTORMDRAINAGEESM'T8'R8'R(50)(47)(118) (113)(54) PC PTPCPTPC 12+02.18 =PROPERTY LINEOPEN SPACE524,840 SFSTREETLIGHTSTREETLIGHT(126)(44)(90)(32)(40)(74)(304)STORMDRAINAGEESMT.(36)(130)(138)(1(129)79.7' 51.0' 51.0'110.0'110.0'68.7'13.5'TOWNHOUSELOTS11.6'5' BRL15' B R L 20' B R L 5' BRL5' BRL51.0' 15' B R L 20' BRL 10' BRL5' BRL78.1' 15' B R L 9 SF LOT 1 8 3 0 5,61 0 S F 10' BRL 3,675 SFLOT 1801GARAGE2,520 SFLOT 1802GARAGE2,519 SFLOT 1803GARAGE3,585 SFLOT 1804GARAGE10' BRL20' BRL20' BRL24.0'35.0'24.0'35.0'24.0'35.5'24.0'35.0'16.0'TYP.99.0' 104.7' 105.0' 105.0' 105.0'5' CSECG-12CCG-12C20' BRL 20' BR L 3,460 S FLOT 18 0 5 2,501 S FLOT 18 0 6 520 SF T 1807 102.9'93.6'35.0' 24.0' 4.0' GARAG E GARAG E GARAG E 24.0' 24.1' 36.3'10' BRL'P.105.0'5' CSEGAR A G E GAR A G E 48.7' LOT 1 8 3 1 8,81 3 S F STOP BAR(TYP)280' SDJEWEL BOX DRIVE50' ROWCOMPASS COURT 50' ROW (20)(10)24.5'STORMDRAINAGEESM'T(82)(107)(20)(40)WATERQUALITYSWALE #1(SEE SHEET 19FOR DETAILS)(111)(58)(87) 59.5' STREET SIGN STREET SIGNSECTION 17SECTION 18JORDAN SPRINGS RD.RT# 664151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 30'24GEOMETRY PLANRev. No. Date0510/26/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SHEET 23 MATCH LINESHEET 23MATCH LINE-SHEET 25603001530SCALE: 1" = 30'MATCH LINE-SHEET 25 5555 1671675757145145303099242 2425454KCG-655.0'36.0'CG-6G 7,LGARAGE7,552 SFLOT 1726GARAGELOT 1727LOT 1728GARAGELOT 1729GARAGELOT 1730GARAGEGARAGE8,520 SFLOT 1731GARAGELOT 1732GARAGELOT 1733GARAGELOT 1740GARAGE7,349 SFLOT 1741GARAGE8,444 SFLOT 1742 GAR A G E 7,32 0 S F GAR A G E 7,53 7 S F GAR A G E 8,383 SF GARAGEGARAGE5' CG-65' SIDEWALKCG-65' SIDEWALK CG-65' SIDEWALK CG-65' SIDEWALKCG-650.0'32.0'50.0'32.0'50.0'32.0'5' SIDEWALKCG-65' SIDEWALKCG-65' SIDEWALKCG-65' SIDEWALKCG-65' SID E W A L K CG-6 5' SID E W A L K CG-6 5' SI D E W A L K CG-6 CG-6 50.0'32.0'5' CSE5' CSE5' CSE20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL20' BRL 15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL15' BRL 15' BRL 5' BRL5' BRL5' BRL5' BRL5' BRL5' BR5'5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL5' BRL20' B R L 20' B R L 15' B R L 15' B R L 15' BRL20' BRL 20' BRL20' BRL20' BRL20' BRLBRL5' BRL5' BRL5' BRL5' BRL5' BRL62.0'119.8'119.0'61.0'61.0'120.0'120.0'120.0'120.0'120.0'117.5'117.5'119.0'117.5'119.0'71.0'71.0'71.0'61.0'61.0'64.2'61.0'82.9'60.7'62.5'8,520 SF8,520 SF8,520 SF7,440 SF7,168 SF7,226 SF7,259 SF120.0'120.0'61.0'120.0'65.7'120.0'85.9'120.0'12 61.0' 60.1'56.2'56.2'56.2'38.6'41.9'61.0'LOT 1 7 5 9 LOT 1 7 5 8 LOT 1757LO5' CSE5' CSE 5' CS E 5' CS E 5' CSE5' CSE280' SDCG-11STOPSIGN CG-12CCG-CG-12CSIGHTDISTANCEESM'T280' SD280' SDCG-9B(TYP)CG-9B(TYP)CG-9 B (TYP) CG-9 B (TYP)CG-9B(TYP)22.0'12.0'61.0'34.6'16.0'TYP.16.0'TYP.16.0'TYP.OPENSPACEOPEN SPACE5' CSE 35'R 35'R35'R 10'R10'R10' BRLSTOPBAR61,815 SFSIGHT DISTANCEESM'T35'R11,248 SFLOT 1743 7,320LOT 17,320 SFLOT 17497,320 SFLOT 17507,320 SFLOT 17515' BRL5' BRL5' BRL5' BRL5' BRL5' BRL71.0'GARAGE 20' BRL50.4'38.3'118.9'5' BRL5' BRL5' BRL5' BRL20' BR5' BRL5' BRL15' BRL20' BRL20' BRL20' BRL120.0'61.0'61.0'61.0'GARAGEGARAGEGARAGEGARAGE10+00 12+0013+0015+0016+0017+0018+0019+00 15+00 16+00 17+0 0 18+0 0 19+0 0 20+0 0 21+0 0 22+0023+0024+0025+0026+0047+0048+0049+0050.0'32.0'16.0'TYP.16.0'TYP.16.0' TYP.16.0'TYP.16.0'TYP.R QUALITYALE #4-15EC. 15)126,164 SF120.0120.0CG-9B(TYP)2+81.70 =END SEC 15BEGIN SEC 1715+73.85 =END SEC 15BEGIN SEC 1723+06.55 =10+00.0026+24.48 =19+77.4916+7 0. 1 620' STORM DRAINAGE ESM'T62.0'61.7'61.0'6071.0'71.0'71.0'STORMDRAINAGEESM'TSTORMDRAINAGEESM'T STORMDRAINAGEESM'TLOT 1535 LOT 1537 LOT 1536 (50)(47)(46)(42)(74)(65)(76)(137)(118)(36)PC PT PTPCPCSTREETLIGHTSTREETLIGHTGARAGE8,520 SFLOT 17040' BRL20' BRL120.0'71.0'71.0'51.0'GARAGE20' BRLL6.51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 17346,069 SF119.0'51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 1735119.0'51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 1736119.0'51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 1737119.0'51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 1738119.0'51.0'GARAGE20' BRL15' BRL5' BRL5' BRL51.0'LOT 173916.0'TYP.7,32 0 S F 20' B R L 15' B R L 5' BRL5' BRL120.0'61.0' 61.0' LOT 1 7 6 0 16.0' TYP. 7,32 0 S F 20' B R L 15' B R L 5' BRL5' BRL120.0'61.0' 61.0' LOT 1 7 6 1 7,32 0 S F 20' B R L 15' B R L 5' BRL5' BRL120.0'61.0' 61.0' LOT 1 7 6 2 120.0'8,237 S F 20' B R L 15' B R L 5' BRL120.0'77.4' 61.0' LOT 1 7 6 3 8,340 S F 20' BR L 15' BR L 79.2' 61.0' LOT 1 7 6 4 5' BRL5' BRLGAR A G E GAR A G E GAR A G E GARA G E GAR A G E 51.0'51.0'51.0'51.0'110.0'105.0'110.0'110.0'110.0'110.0'68.7'1 0 5 . 0 '105.0'MULTIPLEXLOTSMULTIPLEXLOTSTOW N H O U S E LOT S 13.5'20.0'35' BRL5' CSE3,675 SFGARAGEGARAGEGARAGEGARAGE2,520 SFLOT 18192,520 SFLOT 18203,675 SFLOT 1821LOT 18221 0 5 . 0 ' 1 0 5 . 0 ' 1 0 5 . 0 '35.0'24.0'24.0'35.0'35.0'24.0'24.0'35.0'16.0'TYP.35' BRL3,675 SFGARAGEGARAGEGARAGE2,520 SFLOT 18232,520 SFLOT 1824LOT 18251 0 5 . 0 ' 1 0 5 . 0 ' 1 0 5 . 0 '35.0'24.0'24.0'35.0'35.0'24.0'24.0'35.0'16.0'TYP.TOW N H O U S E LOT S TOW N H O U S E LOT S TOWNHOUSELOTS11.6'CG-6CG-9B(TYP)280' S D 280' S D LOT 18275,610 SFGARAGE20' BRL5' BRL5' BRL51.0'15' BRLGARAGE20' BRL5' BRL5' BRL51.0'15' BRLGARAGE20' BRL5' BRL5' BRL51.0'15' BRL20' BRL5' BRL5' BRL51.0'15' BRL20' BRL 10' BRL5' BRL78.1'15' BRLLOT 18285,610 SFLOT 18295,610 SFLOT 18305,610 SF10' BR L 3,675 SFLOT 1801GARAGE2,520 SFLOT 1802GARAGE2,519 SFLOT 1803GARAGE3,585 SFLOT 1804GARAGE10' BR L20' BRL20' BRL24.0'35.0'24.0'35.0'24.0'35.5'24.0'35.0'16.0'TYP.99.0' 104.7' 105.0' 105.0' 105.0'5' CSECG-12CCG-12CCG-1 2 B GAR A G E 20' B R L 20' B R L 3,46 0 S F LOT 1 8 0 5 2,50 1 S F LOT 1 8 0 6 2,52 0 S F LOT 1 8 0 7 2,52 0 S F LOT 1 8 0 8 3,67 5 S F LOT 1 8 0 9 102.9'93.6'35.0' 24.0' 24.0' 24.0' 35.0' 35.0' 24.0' GAR A G E GAR A G E GAR A G E GAR A G E 24.0' 24.1'36.3'10' BRL16.0' TYP.4,09 5 S F GARAGEGARAGEGARAGEGARAGE2,10 0 S F LOT 1 8 1 0 2,10 0 S F LOT 1 8 1 1 4,09 5 S F LOT 1 8 1 2 LOT 1 8 1 3 10' BRL20' B R L 20' B R L 105.0'105.0'105.0'105.0'105.0'20.0' 39.0' 39.0' 20.0' 10.0' TYP. 20' B R L GAR A G E GAR A G E GAR A G E GAR A G E GAR A G E 3,67 5 S F 2,52 0 S F LOT 1 8 1 4 2,52 0 S F LOT 1 8 1 5 2,52 0 S F LOT 1 8 1 6 3,67 5 S F LOT 1 8 1 8 LOT 1 8 1 7 10' BRL20' B R L 35.0' 35.0' 24.0' 24.0' 24.0' 35.0' 24.0' 24.0'105.0'105.0'105.0'105.0'105.0'111.8'16.0' TYP.105.0'105.0'105.0'39.0' 39.0' 20.0' 20.0'10' BRL10' BRL5' CS E5' CSE16.0'TYP.CG-6R25'R CG-6 R 20.0'9.0'TYP.38.0'25'R24.0'CG-6CG-1 1 5' SIDEWALK225' INTX CL T O C L 10' BRL20.0' 24.0' 5' CS E 35.0'(125)(32)5' CSEGARAGEGARAGE48.7'LOT 18318,813 SFSTOPSIGN5' SIDEWALK25.4'STOP BAR(TYP)CURBTRANSITIONCG-6 TO CG-6RCURBTRANSITIONCG-6R TO CG-6NORLAND KNOLL DRIVE55' ROWINTERLACE WAY50' ROWINTERLACE WAY50' ROWJEWEL BOX DRIVE50' ROWJEWEL B O X D RI VE 50' R O W 5'R 5'RSTREETLIGHTCG-1 2 C 81.5'65.0'5'R5'R STM DRAINAGEESM'TSTORMDRAINAGEESM'TSTORMDRAINAGEESM'TSTORMDRAINAGEESM'T(105)(146)(136)(20)(126)(126)(20)(49) (71) (89)(53)(27)(98)(79)(107)(20)(40)ACCESS ESM'T20.8' TRANS133.3' T R A N S.50.0'29.0'32.0'59.5'GARAGE3,675 SFLOT 182614+00STREET SIGN WATERQUALITYSWALE #7(SEE SHEET 19FOR DETAILS)6,069 SF6,069 SF6,069 SF6,069 SF6,069 SF(20)50.0'SECTION 18SECTION 17SECTION 17SECSECTION 17SECTION 18SEC TI O N 1 7 SEC TI O N 1 8 SECTION 17SECTION 18SNOWDENBRIDGESECTION 15INST.# 190012762SECTION 15SECTION 17SECTION 15SECTION 18SECTION 15SSECTION 15151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 30'25GEOMETRY PLANRev. No. Date0510/26/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SHEET 24MATCH LINE-SHEET 22603001530SCALE: 1" = 30'MATCH LINE-SHEET 24 GARAGELOT 1701GARAGELOT 1702GARAGELOT 1725GARAGELOT 1726GARAGELOT 1727LOT 1728GARAGELOT 1729GARAGELOT 1730GARAGEGARAGELOT 1731GARAGELOT 1732GARAGELOT 1733GARAGELOT 1740GARAGELOT 1741GARAGELOT 1742GARAGEOPEN SPACEWATER QUALITYSWALE #3-15(SEC. 15)LOT 1723LOT 1724LOT 1743LOT 1744LOT 1745LOT 1746LOT 1747GARAGEGARAGEGARAGEGARAGEGARAGEGARAGE12+0013+0015+0016+00 17+00 18+0019+0027+0028+0029+0046+00 47+00 48+00 49+0050+0051+0052+0012+81.70 =END SEC 15BEGIN SEC 17LOT 1520LOT 1521LOT 1522LOT 1523LOT 1524LOT 1525OT 1533LOT 1534PCPTPCPCPTSECTION 17SECTION 15OPEN SPACE44+00 45+00GARAGE GARAGELOT 1703 LOT 1704LOT 1708LOT 1709LOT 1710GARAGEGARAGEGARAGEWATER QUALITY SWALE #2(SEE SHEET 20 FOR DETAILS)GARAGELOT 1705GARAGELOT 1706GARAGELOT 1707GARAGELOT 1711GARAGELOT 1712GARAGELOT 1734GARAGELOT 1735GARAGELOT 1736GARAGELOT 1737GARAGELOT 1738GARAGELOT 173914+00106107108109110111120121122114112113105106107108118119120121SAN LAT(TYP)**WM(TYP)8" TEE3-8" G.V.FIRE HYD.ASS'YSAN LAT(TYP)**WM(TYP)SAN LAT(TYP)**WM(TYP)SANLAT(TYP)SANLAT(TYP)**WM(TYP)SAN LAT(TYP)**WM(TYP)FIRE HYD.ASS'Y20' STORMDRAINAGEESMT.STORMDRAINAGEESMT.JEWEL BOX DRIVEINTERLACE WAYNORLAND KNOLL DRIVESTREETLIGHTCONNECT TO WMFROM SEC. 15CONNECT TO WMFROM SEC. 15(SEW. CONT. W/ SEC. 15)5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSE5' CSEFIRE HYD.ASS'YUD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)8" TEE3-8" G.V.STORMDRAINAGEESMT.STORMDRAINAGEESMT.118117119SECTION 17SECTION 17SECTION 17SECTION 15SECTION 15SECTION 15AIR RELEASE VALVEAIRRELEASEVALVESTORMDRAINAGEESMT.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 30'26UTILITY PLANRev. No. Date0510/26/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SHEET 27MATCH LINE-SHEET 29** CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.603001530SCALE: 1" = 30'PROPOSED STREETLIGHT GARAGELOT 1717GARAGELOT 1718GARAGELOT 1719GARAGEGARAGEOPEN SPACEWATER QUALITY SWALE #4(SEE SHEET 20 FOR DETAILS)LOT 1720LOT 1721LOT 1722LOT 1723LOT 1743LOT 1744LOT 1745LOT 1746LOT 1747GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE27+0028+0029+00+0052+0053+0054+0055+0055+81.27OPEN SPACEPCPTPTLOT 1710GARAGEWATER QUALITY SWALE #3(SEE SHEET 20 FOR DETAILS)GARAGELOT 1711GARAGELOT 1712GARAGELOT 1713LOT 1714GARAGELOT 1715GARAGELOT 1716GARAGEWATERQUALITYSWALE #1(SEE SHEET 19ETAILS)WATER QUALITY SWALE #5(SEE SHEET 19 FOR DETAILS)103102101100C104105106107108109110111120112113EX4EX23101102103104105108GV &FLUSHINGASMB'Y**WM(TYP)SAN LAT(TYP)**WM(TYP)SAN LAT(TYP)**WM(TYP)SANLAT(TYP)**WM(TYP)20' FREDERICKWATER ESMT.20' FREDERICKWATER ESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.JEWEL BOX DRIVENORLAND KNOLL DRIVENORLAND KNOLL DRIVE(P.A.D)STREETLIGHTSTREETLIGHT5' CSE5' CSE5' CSE5' CSEFIRE HYD.ASS'YFIRE HYD.ASS'YSTORMDRAINAGEESMT.UD-4(TYP)UD-4(TYP)UD-4(TYP)RIP RAP18"x25'x11'CL-AIGABIONBASKETSRIP RAP24" x 25' x 30'CL-IRIP RAP24" X 7' x 15'CL-I8" TEE3-8" G.V.20' FREDERICKWATER ESMT.STORMDRAINAGEESMT.STORMDRAINAGEESMT.CONC MH PADSEE DETAILSHEET 52MGESTORMDRAINAGEESMT.STORMDRAINAGEESMT.100A100B151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 30'27UTILITY PLANRev. No. Date0611/16/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SH E E T 26 MATCH LINE-SHEET 28MATCH LINESHEET 28** CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.603001530SCALE: 1" = 30'PROPOSED STREETLIGHT GE E GARAG E GARA G E GAR A G E GARAGEGARAGEGARAGELOT 1753GARAGELOT 1752GARAGE LOT 17 5 8 LOT 1 7 5 7 LOT 1756LOT 1755LOT 1754OPEN SPACEWATER QUALITYSWALE #6(SEE SHEET 19 FORDETAILS)SWMBASIN(SEE SHEET 21FOR DETAILS)LOT 1723 LOT 1743 LOT 1746LOT 1747LOT 1748LOT 1749LOT 1750LOT 1751GARAGE GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE10+00 11+00 12+00 19+00 21+00 22+0023+0024+0025+0026+0027+0028+00PC PTPCPTPC OPEN SPACETOWNHOUSELOTS9 LOT 1 8 3 0 LOT 1801GARAGELOT 1802GARAGELOT 1803GARAGELOT 1804GARAGELOT 18 0 5 LOT 18 0 6 T 1807 GARAG E GARAG E GARAG E GAR A G E GAR A G E LOT 1 8 3 1 WATERQUALITYSWALE #1(SEE SHEET 19FOR DETAILS)111120115 116114112113123124125126131130108 1091181191101111121138" TEE3-8" G.V.8" TEE3-8" G.V.FIRE HYD.ASS'YSANLAT(TYP)**WM(TYP)SAN LAT(TYP)SANLAT(TYP)**WM(TYP)ES STORMDRAINAGEESMT.JEWEL BOX DRIVEJEWEL BOX DRIVECOMPASS COURTSTREETLIGHT(*) 8" GV 20'-8"STUB W/FLUSHINGASMB'Y5' CSE5' CSE 5' CSE5' CSE5' CSE5' CSE STORMDRAINAGEESMT.STORM DRAINAGE ESMT.UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)**WM(TYP)RIP RAP24"x6'x35'CL-IRIP RAP18"x25'x25'CL-A1FIREHYD.ASS'YFIRE HYD.ASS'YSTORMDRAINAGEESMT.116A118117129STORMDRAINAGEESMT.STREETLIGHTSECTION 17SECTION 18AIRRELEASEVALVE125ASTORMDRAINAGEESMT.RIP RAP24"x8'x10'CL-I143EX4EX2310120' FREDERICKWATER ESMT.STO R M NAG E JORDAN SPRINGS ROADRTE 664 100A151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 30'28UTILITY PLANRev. No. Date0510/26/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SHEET 27 MATCH LINESHEET 27MATCH LINE-SHEET 29** CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.(*) A 25' PREBLAST ZONE SHALLBE REQUIRED FOR FUTURECONNECTIONS AS NEEDEDPER FREDERICK WATER'SINSPECTOR.603001530SCALE: 1" = 30'PROPOSED STREETLIGHT GGARAGELOT 1726GARAGELOT 1727LOT 1728GARAGELOT 1729GARAGELOT 1730GARAGEGARAGELOT 1731GARAGELOT 1732GARAGELOT 1733GARAGELOT 1740GARAGELOT 1741GARAGELOT 1742 GAR A G E GAR A G E GAR A G E GARAGEGARAGELOT 1 7 5 9 LOT 1 7 5 8 LOT 1757LOPENSPACEOPEN SPACELOT 1743 LOT 1LOT 1749LOT 1750LOT 1751GARAGE GARAGEGARAGEGARAGEGARAGE10+00 12+0013+0015+0016+0017+0018+0019+00 15+00 16+00 17+0 0 18+0 0 19+0 0 20+0 0 21+0 0 22+0023+0024+0025+0026+0047+0048+0049+00ER QUALITYALE #4-15SEC. 15)12+81.70 =END SEC 15BEGIN SEC 1716+7 0. 1 6 LOT 1535 LOT 1537 LOT 1536 PC PT PTPCPCGARAGELOT 1704GARAGEGARAGELOT 1734GARAGELOT 1735GARAGELOT 1736GARAGELOT 1737GARAGELOT 1738GARAGELOT 1739LOT 1 7 6 0 LOT 1 7 6 1 LOT 1 7 6 2 LOT 1 7 6 3 LOT 1 7 6 4 GAR A G E GAR A G E GAR A G E GARA G E GAR A G E MULTIPLEXLOTSMULTIPLEXLOTSTOW N H O U S E LOT SGARAGE GARAGEGARAGEGARAGELOT 1819LOT 1820LOT 1821LOT 1822GARAGEGARAGEGARAGELOT 1823LOT 1824LOT 1825TOW N H O U S E LOT S TOW N H O U S E LOT S TOWNHOUSELOTSLOT 1827GARAGEGARAGEGARAGELOT 1828LOT 1829LOT 1830LOT 1801GARAGELOT 1802GARAGELOT 1803GARAGELOT 1804GARAGEGAR A G E LOT 1 8 0 5 LOT 1 8 0 6 LOT 1 8 0 7 LOT 1 8 0 8 LOT 1 8 0 9 GAR A G E GAR A G E GAR A G E GAR A G E GARAGEGARAGEGARAGEGARAGELOT 1 8 1 0 LOT 1 8 1 1 LOT 1 8 1 2 LOT 1 8 1 3 GAR A G E GAR A G E GAR A G E GAR A G E GAR A G E LOT 1 8 1 4 LOT 1 8 1 5 LOT 1 8 1 6 LOT 1 8 1 8 LOT 1 8 1 7 GARAGEGARAGELOT 1831GARAGELOT 182614+00WATERQUALITYSWALE #7(SEE SHEET 19FOR DETAILS)121122115116114112113127128132136A13113013313710710911811912012111011111211311411511613SAN LAT(TYP)8" TEE3-8" G.V.8" TEE3-8" G.V.FIRE HYD.ASS'YSAN LAT(TYP)**WM(TYP)SAN LA(TYP)SAN LAT(TYP)**WM (TYP)SANLAT(TYP)**WM (TYP)SAN LAT (TYP)**WM (TYP)SAN LAT(TYP)SANLAT(TYP)**WM(TYP)FIRE HYD.ASS'Y20' STORMDRAINAGEESMT.STORMDRAINAGEESMT.JEWEL B O X D RI VE JEWEL BOX DRIVEINTERLACE WAYNORLAND KNOLL DRIVESTREETLIGHTCONN E C T T O W M FROM S E C . 1 5CONNECT TO WM FROM SEC. 155' CSE5' CSE5' CSE5' CSE5' CSE5' CS E 5' CS E 5' CS E 5' CS E 5' CSE5' CSE5' CSE55' CSE FIRE H Y D. ASS' Y STORMDRAINAGEESMT.STORMDRAINAGEESMT.STREETLIGHTUD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)UD-4(TYP)RIP RAP24"x8'x39' CL-1FIREHYD.ASS'YFIRE HYD.ASS'Y20' STORMDRAINAGEESMT.STORMDRAINAGEESMT.116A118117129134135119141138139136STREETLIGHTSECTION 18SECTION 17SECTION 17SECTSECTION 17SECTION 18SEC TI O N 1 7 SEC TI O N 1 8 SECTION 17SECTION 18SNOWDENBRIDGESECTION 15INST.# 190012762SECTION 15SECTION 17SECTION 15SECTION 18SECTION 15SECSECTION 15STREETLIGHTLEASE VALVEAIRRELEASEVALVESTORMDRAINAGEESMT.140RIP RAP24"x8'x10'CL-I143142OT 1710GARAGELOT 1711GARAGELOT 1712STREETLIGHT151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 30'29UTILITY PLANRev. No. Date0510/26/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SHEET 28MATCH LINE-SHEET 26** CENTERLINE OF PROPOSED WATER METER BOXESSHALL BE LOCATED 3' BEYOND THE BACK EDGE OFSIDEWALK AND 3' OFFSET OF ANY DRIVEWAY. IF A 3'DRIVEWAY OFFSET IS NOT POSSIBLE, A HEAVY DUTYTRAFFIC RATED LID SHALL BE USED. THE EXACTLOCATION OF NEW WATER SERVICES SHALL BECOORDINATED WITH FREDERICK WATER'S INSPECTOR.TYPICAL PHOTOMETRIC PATTERN603001530SCALE: 1" = 30'PROPOSED STREETLIGHT GE E GARAG E GARA G E GAR A G E GARAGEGARAGEGARAGELOT 1753GARAGELOT 1752GARAGE LOT 17 5 8 LOT 1 7 5 7 LOT 1756LOT 1755LOT 1754OPEN SPACEWATER QUALITYSWALE #6(SEE SHEET 19 FORDETAILS)SWMBASIN(SEE SHEET 21FOR DETAILS)LOT 1723 LOT 1743 LOT 1746LOT 1747LOT 1748LOT 1749LOT 1750LOT 1751GARAGE GARAGEGARAGEGARAGEGARAGEGARAGEGARAGEGARAGE10+00 11+00 12+00 19+00 21+00 22+0023+0024+0025+0026+0027+0028+00PC PTPCPTPC OPEN SPACETOWNHOUSELOTS9 LOT 1 8 3 0 LOT 1801GARAGELOT 1802GARAGELOT 1803GARAGELOT 1804GARAGELOT 18 0 5 LOT 18 0 6 T 1807 GARAG E GARAG E GARAG E GAR A G E GAR A G E LOT 1 8 3 1 WATERQUALITYSWALE #1(SEE SHEET 19FOR DETAILS) 64 00 INV 74 60 TOP 09 0 07206 7 08109 0043TOP 09107508 6079 18917517518417418917416116616118017515114616516013613114914412011513412910510011611109209 8087103 11513012216 3 14 6 15 1 16 8 15617216117716417714 2 14 8 06 5 07 0 07 5 08008511116216716315815 3 172167163158152109TC11 9TC122TC 134TC172TC159TC159TC164TC05 1 09709208 8 08 3 07 7 127126115173HP079TC079TC10210209709 3 08 8 860INV05 3 12007 6 01000774313313 913 5128125313 6 15 0 16 0 14 5 13 3 14 219417517219219417117219817 115 914 817 817 6 14 44 515 3 15 3 15 5 14 BP1 15 TOP67 11 1 14 0 14 BP0 15 8 16 9 15 6 14 717016 BP 017 5 15 917717BP2172 15 25 316 516 36 8 817 8 17 BP7182192197172192197182179169 15 OLR9 13 BP5 15 111 912809 811 151200138167187 12 212 7 14 13 3 TC 13 3 TC 172TC14 5 TC 14 5 TC 03706409310803 9 068095109097114108078TOP09608205906509608809410309395 0 WEIR 95 0 WEIR 94 0940 94 0 03 2 03803503 5 03 5035 04 5WEIR045WEIR 621.12 FF611.92 BFW/O621.12 FF611.92 BFW/O5.7 % 6. 6 %6.6%6.6%6.9%612.19 FF602.99 BF 5.4%5.4%612.53 FF603.33 BF613.82 FF604.62 BF615.60 FF606.40 BF617.13 FF607.93 BF618.65 FF609.45 BF620.18 FF610.98 BF7.2%7.2%7.27.8%7.8% 7.8% 7.8% 6.6% 6.0%SLAB=619.81SLAB= 618.41 INV=598.0INV=5 9 0 . 0 FBF 616.12 FF606.91 BF 619.93 FF610.73 BFW/O619.93 FF610.73 BFW/O619.44 FF 610.24 BF W/O 618.9 5 F F 609.7 5 B F W/O 618.47 F F 609.27 B F W/O 5.4% 4.8% 5.1% 6.5%9.5%7.4%7.3%8.1%617. 7 8 F F 608. 5 8 B F 618. 2 3 F F 609. 0 3 B F FF 70 B F 9.5%SLAB=619.81SLAB=619.81SLAB=619.81SLAB= 618.41 LAB= 618.41 X-SEC "4"X-SEC "5"X-SEC " 6 "X-SEC "7"596596598600602600598 592594608606604610612608610 612610610608606604618612614616610610 6 1 8618616616614612 612 61 6 6 1 4 6126126086066608 610614616616614612610616616 616 608 608 610 612 614 612 614 610 608614 616610608606604612614616616614612610616614612610616614612610606604592 590 588 586 584 582 580 578 576 574 572 570 568 574572570568578578576576574572570568566612 612608 602600 598 596 594 594586588590592594614 616 618616 596.5596614610612 614618 604602604606605.5 600600598596612JEWEL BOX DRI50' ROWJEWEL BOX DRIVE50' ROWCOMPASS COURT 50' ROW OVERLANDRELIEF(OR3)OVERLANDRELIEF(OR5)OVERLANDRELIEF(OR4)SECTION 17SECTION 1854 5 6 JORDAN SPRINGS RD.RT# 664151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV603001530SCALE: 1" = 30'1" = 30'32GRADING PLANRev. No. Date0510/26/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SHEET 31 MATCH LINESHEET 31MATCH LINE-SHEET 33Drainage Area: 0.44 acRunoff Coef.: 0.59I100: 9.28Q100: 2.39 cfsD100: 0.23 ftElev100: 609.03 ft2.2% SIDE SLOPE4.0% SIDE SLOPEOR4NTSD100608.8 ftNOTES:1. SEE SHEET 47 FOR DITCH X-SECS AND COMPS2. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2). G LGARAGELOT 1726GARAGELOT 1727LOT 1728GARAGELOT 1729GARAGELOT 1730GARAGEGARAGELOT 1731GARAGELOT 1732GARAGELOT 1733GARAGELOT 1740GARAGELOT 1741GARAGELOT 1742 GAR A G E GAR A G E GAR A G E GARAGEGARAGELOT 1 7 5 9 LOT 1 7 5 8 LOT 1757LOOPENSPACEOPEN SPACELOT 1743 LOT 1LOT 1749LOT 1750LOT 1751GARAGE GARAGEGARAGEGARAGEGARAGE10+00 12+0013+0015+0016+0017+0018+0019+00 15+00 16+00 17+0 0 18+0 0 19+0 0 20+0 0 21+0 0 22+0023+0024+0025+0026+0047+0048+0049+00R QUALITYALE #4-15EC. 15)2+81.70 =END SEC 15BEGIN SEC 1716+7 0. 1 6 LOT 1535 LOT 1537 LOT 1536 PC PT PTPCPCGARAGELOT 1704GARAGELGARAGELOT 1734GARAGELOT 1735GARAGELOT 1736GARAGELOT 1737GARAGELOT 1738GARAGELOT 1739LOT 1 7 6 0 LOT 1 7 6 1 LOT 1 7 6 2 LOT 1 7 6 3 LOT 1 7 6 4 GAR A G E GAR A G E GAR A G E GARA G E GAR A G E MULTIPLEXLOTSMULTIPLEXLOTSTOW N H O U S E LOT SGARAGE GARAGEGARAGEGARAGELOT 1819LOT 1820LOT 1821LOT 1822GARAGEGARAGEGARAGELOT 1823LOT 1824LOT 1825TOW N H O U S E LOT S TOW N H O U S E LOT S TOWNHOUSELOTSLOT 1827GARAGEGARAGEGARAGELOT 1828LOT 1829LOT 1830LOT 1801GARAGELOT 1802GARAGELOT 1803GARAGELOT 1804GARAGEGAR A G E LOT 1 8 0 5 LOT 1 8 0 6 LOT 1 8 0 7 LOT 1 8 0 8 LOT 1 8 0 9 GAR A G E GAR A G E GAR A G E GAR A G E GARAGEGARAGEGARAGEGARAGELOT 1 8 1 0 LOT 1 8 1 1 LOT 1 8 1 2 LOT 1 8 1 3 GAR A G E GAR A G E GAR A G E GAR A G E GAR A G E LOT 1 8 1 4 LOT 1 8 1 5 LOT 1 8 1 6 LOT 1 8 1 8 LOT 1 8 1 7 GARAGEGARAGELOT 1831GARAGELOT 182614+00WATERQUALITYSWALE #7(SEE SHEET 19FOR DETAILS)1491550171 15 2 12 3 16 18 9 18 3 18 9202 16 4 16 8 17 0 17 4 17 6 18918718617 2 13 0 13 5178184 13 5 185TC188TC17 0 TC 16 0 TC 16 0 TC151HP19015 9 16 1175 16 9184161 16 9 16 2 18 1 188CL080INV11 018118217277173187176187175174172186 1601551701431391541491165061095067HP055TOP104119104125134102HP11215013015617314014214815118819019719420519420020519320018917517518417418917416616118017515114616516013613114914412011513412914 0 15 7 16 3 14 6 15116815617216116415 7 13 6 14 2 14 8 05 9 06 5 070167163158153167163158152146109TC11 9 TC122TC 134TC172TC164TC12 6 TC192TC190TC155162138133097TOP109090073079 08307 7 173HP09308 8 08 2 077980860INV126LP15 9 13 4 TC 15 0 EP 14 2 EP 14 1 TC 15 6 TC 14 9 TC 13 0 EP 13 8 EP 15 9 15 2 15 2 15 2192HP08 81581611671461591614017216215015514913612111610072089094111127121136133149055070091200194191185177183186171188160172164173165157167152164159141147143133139135128125137150177174184166138134156141167 15 4 13 9 08 0 08 1 07 6 12 3 11 2 08 6 05 9 06 5 11 7 09 3 06 3 04 0 02 8 17 1 17 0 16 3 15 5 14 7 13 0 13 4 16 5 15 7 14 9 12 9 13 1 13 7 14 5 15 3136150160145133142146147167144158144173155152160160183172163167162191174179197172186206206189183213212192194175172192194171172198 17 1 15 9 14 8 17 8 17 6 14 4 14 1 17 5 16 1 14 2 16 7 13 5 15 5 13 3 13 5 15 5 15 0 13 515315315514BP115TOP6711114014BP015816915614717TOP0115171178175184167188192199159 12 TOP 6 10 BP914SW9 18SW9 18SW5 13 SW6 13 0 16 BP0 17 515917717BP217317215215116016415419018TOP8 12 3 13 BP6 15 9 13 3 16 5 16 3 16 0 16 6 15 3 15 2 14 2 14 2 14 3 13 2 13 4 13 5 13 9 13 5 14 8 14 9 15 9 15 2 15 2 15 2 15 1 14 8 11 4 14 9 12 1 13 7 13 4 13 1 14 8 12 9 12 9 12 5 15 5 15 5 15 2 16 5 16 1 17 8 17 8 17 817BP718219219717219219718217916915415219219919919620419OLR913BP515BP216BP916114414TC718SW8 15 SW9 15 SW9 17SW9 17SW2 14 SW3 14 SW0 15 TOP 4 13 9 14 HP4 14 912811SW1 15184TC 3 19 5 19 7 19 9 19 19 4 HP 19 8 HP 816718712212714415919219620620321321133TC133TC172TC14 5 TC 14 5 TC 12 6 TC 12 2 TC 12 3 TC 15 3 TC 980980980980982000TOP990RIM9801821731751871080951090820676175HP619.59 FF609.39 BF620.64 FF610.44 BF620.64 FF610.44 BF620.54 FF610.34 BF619.24 FF610.04 BF617.59 FF608.39 BF615.8606.66 622.73 FF613.53 BF622.73 FF613.53 BF5 6.6%6.6%6.6%6.9%6.9%6.8%7.3%7.8%7.6%7.0%5.0%6.0%4.8%4.3%5.4%5.4%5.4%5.4%5.4%5.4%5.4%4.9%3.9%5.0%6.3%6.3%5.4%5.4%615.6606.4617.13 FF607.93 BF618.65 FF609.45 BF620.18 FF8BF7.8%7.8%7.8%7.8%6.6% 6.0%SLAB=619.81SLAB = 618. 4 1 INV=602.69INV=602.69620.60 FF610.40 BFW/O616095.4%622.25 FF613.05 BF621.59 FF612.39 BF620.92 FF611.72 BF620.26 FF611.06 BF619.60 FF610.40 BF618.93 FF609.73 BF618.41 FF609.21 BF617.61 FF608.41 BF616.86 FF607.66 BF616.12 FF606.91 BF 619.97 F F 610.77 B F 619.3 1 F F 610.1 1 B F 618. 5 9 F F 609. 3 9 B F W/O 617. 7 4 F F 608. 5 4 B F W/O 616. 8 6 F F 607. 6 6 B F W/O 618.95 FF 609.75 BF W/O 618. 4 7 F F 609. 2 7 B F W/O 617. 8 9 F F 608. 6 9 B F W/O 5.4% 4.8% 5.1% 6.5%9.5%7.4%7.3%8.1%7.4%6.8%617.78 FF608.58 BF618.23 FF609.03 BF618.90 FF609.70 BF619.56 FF610.36 BF620.22 FF611.02 BF9.5%9.5%9.5%9.5%SLAB=619.81SLAB=619.81SLAB=619.81SLAB = 618. 4 1 SLAB = 618. 4 1 SLAB = 617. 7 4 SLAB = 617. 0 7 SLAB = 616. 7 9 SLAB = 616. 1 2 SLAB = 616. 1 2 SLAB = 616. 1 2 SLAB = 615. 8 3 SLAB = 615. 8 3 SLAB = 615. 8 3 SLAB = 616. 5 0 SLAB = 616. 5 0SLAB=621.86SLAB=621.86SLAB=621.19SLAB=621.19SLAB=620.51SLAB=620.51SLAB=619.847.2%5.5%6.1%7.2%6.6%5.8%5.2%5.9%5.1%7.0%6.5%5.6%6.1%6.5%5.1%6.1%5.6%620.50 FF 611.30 BF621.14 FF 611.94 BF 620.80 FF 610.60 BF 0610616614618616618618618 616620618618618 SLAB=619.846106126086086106126146 0 6 60 4 61861 8618616616614612612616 618616620620610616614612614610612 606608614616618618614616618618 616 616 614612 614614616614 616146166 1 6 616616 616608 610 612 614 612 614 610 608 614618 614616606604616614612610616612 612616614616618618612610 612614 608610616 610612 614 616 616 618 620 620616612614614 616 618616 614 61 4 6 1 2612614616618 616614618616 616 618 614 614 616618612614612612 6 1 6 616616 614618 614614616618598600602602600590592594596598606 604608 610 612 602600602 600 612NORLAN55INTERLACE WAY50' ROWINTERLACE WAY50' ROWJEWEL B O X D RI VE 50' R O W JEWEL BOX DRIVE50' ROWOVERLANDRELIEF(OR2)OVERLANDRELIEF(OR1)OVERLANDRELIEF(OR5)OVE R L A N D RELI E F (OR6)SECTION 18SECTION 17SECTION 17SECSECTION 17SECTION 18SEC TI O N 1 7 SEC TI O N 1 8 SECTION 17SECTION 18SECTION 15SECTION 17SECTION 15SECTION 18SECTION 15SSECTION 15OVE R L A N D RELI E F (OR7) OVE R L A N D RELI E F (OR8)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV603001530SCALE: 1" = 30'1" = 30'33GRADING PLANRev. No. Date0510/26/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SHEET 32MATCH LINE-SHEET 30SECTION 18100 YEAR OVERLAND RELIEF DETAILSDrainage Area: 0.40 acRunoff Coef.: 0.40I100: 9.29Q100: 1.37 cfsD100: 0.31 ftElev100: 614.71 ft12.3% SIDE SLOPE3.9% SIDE SLOPEOR6 NTSD100614.40 ftDrainage Area: 0.24 acRunoff Coef.: 0.40I100: 9.29Q100: 0.87 cfsD100: 0.26 ftElev100: 614.16 ft2.9% SIDE SLOPE9.2% SIDE SLOPE OR5 NTSD100613.90 ftDrainage Area: 0.80 acRunoff Coef.: 0.42I100: 9.29Q100: 0.79 cfsD100: 0.45 ftElev100: 615.35 ft9.5% SIDE SLOPE13.5% SIDE SLOPE OR7NTSD100614.90 ftDrainage Area: 2.00 acRunoff Coef.: 0.41I100: 9.29Q100: 7.51 cfsD100: 0.13 ftElev100: 613.03 ft1.1% SIDE SLOPE0.50% SIDE SLOPEOR8NTSD100612.9 ftNOTES:1. SEE SHEET 47 FOR DITCH X-SECS AND COMPS2. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITHSOIL STABILIZATION BLANKETS (EC-2). 280' SD45+46.91 =END SEC 15BEGIN SEC 1752+12.84 =29+36.57LOT 1520LOT 1521LOT 1522LOT 1523LOT 1524LOT 1525OT 1533LOT 1534280' SDNORLAND KNOLL DRIVE55' ROWINTERLACE WAY50' ROWINTERLACE WAY50' ROWNORLAND KNOLL DRIVE55' ROWJEWEL BOX DRIVE50' ROW222222222222222222788888888888888822222222777222888822222227777777151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV603001530SCALE: 1" = 30'1" = 30'34LANDSCAPE PLANRev. No. Date0711/30/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SHEET 31MATCH LINE-SHEET 33NOTES:1. TREE SIZE SHOWN ON PLAN ARE APPROXIMATE. ACTUAL SIZES ARE AS SHOWN ON PLANT SCHEDULE2. ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SEED COMPANY.3. ALL STREET, INTERIOR AND PERIMETER TREES WILL HAVE A MULCH BED CUT UNDER THE TREE EQUAL TO 6' RADIUS AROUND TREE TRUNK.4. NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED.5. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL COMPACTED AREAS AT LEAST 6" IN DEPTH TO LOOSENTHE COMPACTED SOILS AND ADD AMENDMENTS 280' SD52+12.84 =29+36.57280' SDNORLAND KNOLL DRIVE(P.A.D.)NORLAND KNOLL DRIVE50' ROWJEWEL BOX DRIVE50' ROWACCESSESM'T222222222222222222222222222222222222722222222277222277777772222278151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV603001530SCALE: 1" = 30'1" = 30'35LANDSCAPE PLANRev. No. Date0711/30/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SH E E T 30 MATCH LINE-SHEET 32MATCH LINESHEET 32 280' SD280' SD280' SD 280' SDJEWEL BOX DRIVE50' ROWCOMPASS COURT 50' ROW 8 77777777777777777777777777888710101010877710101088877777777JORDAN SPRINGS RD.RT# 664(142)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV603001530SCALE: 1" = 30'1" = 30'36LANDSCAPE PLANRev. No. Date0711/30/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SHEET 31 MATCH LINESHEET 31MATCH LINE-SHEET 33 280' SD280' SD280' SDLOT 1535 LOT 1537 LOT 1536 280' S D 80' SD NORLAND KNOLL 55' ROWINTERLACE WAY50' ROWINTERLACE WAY50' ROWJEWEL BOX DRIVE50' ROWJEWEL B O X D RI VE 50' R O W8 746 OF 95 (TYP)7777777777777777777777777777777777777777888888888888888888888888888822222222222227777777788888887778799151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV603001530SCALE: 1" = 30'1" = 30'37LANDSCAPE PLANRev. No. Date0711/30/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18MATCH LINE-SHEET 11MATCH LINE-SHEET 13MATCH LINE-SHEET 13 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A38LANDSCAPE DETAILSRev. No. Date0408/28/2020STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18SHRUBS AND TREES KEY BOTANIC NAME COMMON NAME QUANTITY SIZEPROPOSED TREE PLANTINGS168 TREE PLANTINGS 3" EARTHSAUCEREXISTING SUB-BASEBACKFILL WITH SOIL MIX OF 3/4EXISTING SOIL & 1/4 ORGANIC MATTERREMOVE BURLAP FROMTOP 1/2 OF ROOT BALLSET TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADEREMOVE PROBLEM, DISEASED ORWEAK BRANCHES ONLY. LEAVEPLANT'S NATURAL FORM INTACTSHRUB PLANTING DETAILNOT TO SCALE3" MULCH6" MIN12"MIN592 Acer saccharum sugar maple37American hophornbeamOstrya virginiana637 Nyssa sylvatica black gum82yellowwoodCladrastis kentukea97silver lindenTilia tomentosa10TOTAL SITE: 10.17 AC. OR 441,698 SFPARKING LOT IMPERVIOUS AREA = X SFGREENSPACE = X AC. OR X SF (X%)STREET TREES REQUIRED: 1 TREE FOR EVERY 40' OF FRONTAGE6,332 LF OF FRONTAGE PROPOSED6,332 / 40 = 166 TREES REQUIRED166 TREES PROVIDEDINTERIOR PARKING LOT LANDSCAPING (165-27(E)(11)(b): 1 TREE PER 10 SPACES21 SPACES PROPOSED/10 (2 TREE PER 10 SPACES)= 2 TREE REQUIRED, 2 TREE PROVIDEDPARKING SCREENING46 - EVERGREEN SHRUBS46Azalea sp.95#3 containerPROPOSED SHRUB PLANTINGS46 SHRUB PLANTINGS2" cal B&B2" cal B&B2" cal B&B2" cal B&B2" cal B&BGENERAL CONDITIONSSCOPE OF WORKTHE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TOCOMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS.NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLYCHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN TO ENSURETHERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING ANDTHE PLANT LIST, THE DRAWING TAKES PRECEDENCE.STANDARDSALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARDFOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION(ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTEDAND CERTIFIED BY STATE PLANT INSPECTORS. COLLECTED MATERIAL MAY BE USED ONLYWHEN APPROVED BY OWNER'S REPRESENTATIVE. NOMENCLATURE WILL BE IN ACCORDANCEWITH HORTUS III BY L.H. BAILEY.ALL PLANTING SHALL CONFORM WITH 165-203.01 - B OF THE FREDERICK COUNTY ZONINGORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE.ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTYPLANNING DEPARTMENT.SUBSTITUTIONS: PRE-BIDIT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORTTO FIND THE PLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPECONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HERCONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IFTHERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTEDFOR A SELECTED PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUSPRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.SUBSTITUTIONS: POST-BIDIT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THECONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BEAPPROVED BY THE OWNER'S REPRESENTATIVE.UTILITIES AND UNDERGROUND FEATURESTHE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERALCONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES.IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECTSHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANYCOST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARETO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS AREINAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THELANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BERELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION ATA NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TOACCOMMODATE THE POOR DRAINAGE.TREES AND/OR SHRUBS SHALL NOT BE PLACED WITHIN FREDERICK WATER EASEMENTSWARRANTYTHE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD ANDANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVEAND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIALTHAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NOCHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK, OR25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTINGPERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINALSPECIES UNLESS OTHERWISE NEGOTIATED.STANDARDSA. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM 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 ORAROUND THE TRUNK2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12"ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES, HEIGHTMEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER.C. CONTAINER - GROWN STOCK1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THEPLANT. CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTEDIN 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 DAMAGEFUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWNTREES & 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 MATERIALFROM DRYING OUT. THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWSPERTAINING TO THE TRANSPORT OF MATERIALS.F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BYMULCH AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOTSURVIVAL. 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50565570575580585590595600605610615620625630635612.67612.89613.24613.64614.05614.45614.85615.25615.65616.05616.45616.85617.22617.43617.46617.31616.99616.48615.83615.17614.50613.84613.17612.50611.84611.17610.51609.84609.18608.51607.84607.18606.51605.85605.18604.52603.85603.18602.52601.85601.19600.52599.86599.19598.52597.86597.19596.53595.86PVT = 44+20.95PVT = 613.18'980'2.66%PVC = 46+60.26PVC = 617.02'PVI = 47+35.26PVI = 618.22'PVT = 48+10.26PVT = 616.23'VC = 150'SD=230.7K-Value=35CREST = 47+16.67ELEV. = 617.47'NORLAND KNOLL DRIVE 55' ROWDESIGN SPEED 25 MPH52+65.76 = DI-3B-4'55+09.93 = DI-3B-8' (60" BASE)56+26.73 = DI-3C-6'TOP = 604.14TOP = 598.47TOP = 594.7851+61.43 = DI-3B-8'INV IN = 600.69INV OUT = 600.4451+61.46 = DI-3B-8'INV OUT = 602.89TOP = 606.92TOP = 606.92INV IN = 610.46INV OUT = 610.36TOP = 615.32TOP = 615.32TOP = 597.7357+00 57+50287' - 8" SDR35/26 @ 2.15%203' - 8" SDR35/26 @ 2.58%241' - 8" SDR35/26 @ 2.25%263' - 8" SDR35/26 @ 2.33%47+15.45 = MH1INV OUT = 605.3550+03.01 = MH1INV IN = 599.17INV OUT = 598.9752+06.84 = MH1INV IN = 593.74INV OUT = 593.5454+47.47 = MH1INV IN = 588.13INV OUT = 587.9357+10.32 = MH1INV IN = 581.82INV OUT = 581.62TOP = 617.35TOP = 610.97TOP = 605.54TOP = 599.14TOP = 593.624' MINCOVER8" DIP CL-52ARV 55' ROWDESIGN SPEED25 MPH 50' ROWDESIGN SPEED25 MPH18" MIN.CLEAR18" MIN.CLEAR58+00 58+502.22%FLUSHINGASSM'YCOMPACT FILL TO95% MAXIMUMDRY DENSITYPER ASHTO - T-99RESTRAINEDJOINTS (TYP)RESTRAINEDJOINTS (TYP)8" DIP CL-528" DIP CL-521.61%PVT = 44+20.95PVT = 613.18'980'42LOT 1523 - INV=604.82LOT 1525 INV 603.0343+55.99=DI-3C - 8'INV OUT=604.76INV IN=604.86INV IN=605.51TOP=612.6518" MIN.CLEAR196' - 15" ADS N-12 @ 2.48%45+51.75 = DI-3B - 6'45+51.75 = DI-3B - 6'INV OUT=610.7218" MIN.CLEARCD-142' - 24"RCP III @ 2.03%40' - 15"RCP III @ 0.65%46+59.01 = MH1TOP = 616.88322' - 8" SDR35/26 @ 0.77%INV OUT=603.752+45 =4" LAT. (40')LOT 1701 - INV=605.892+95 =4" LAT. (40')LOT 1702 - INV=606.671+23 =4" LAT. (40')LOT 1521 - INV=604.151+84 =4" LAT. (40')LOT 1522 - INV=605.021+67 =4" LAT. (28')0+97 =4" LAT. (28')LOT 1524 - INV=603.722+90 =4" LAT. (28')LOT 1730 - INV=606.322+30 =4" LAT. (28')LOT 1731 - INV=605.724' MINCOVERNORLAND KNOLL DRIVE 50' ROWDESIGN SPEED 25 MPHFH ASSM'Y=55+49.71CD-18x8 TEE W/3 GV121' - 8" SDR 35/26@ 14.05%SEE SHEET 45 FORCONTINUATION OFSANITARYPROFILESTR51STR5245+46.91 = BEGIN CONSTRUCTION SECTION 17END SECTION 15STR 51 & 52CONSTRUCTEDWITH SEC 15MH8MH 8CONSTRUCTEDWITH SEC 15MH107REMOVEFLUSHINGASSM'Y &CONNECT TOEX 8" WMSTR105STR10454+80.30 = DI-3B-8'INV OUT = 592.41STR10355+81.27 = ℄ CUL-DE-SAC56+36.8 = END PUBLIC ROW BEG. PRIVATEMH103MH10445' - 15"RCP III @ 4.30%STR106MH105STR109STR11040' - 15"RCP III @ 5.50%51+63.34 = BEG CURB TRANS (18' LT) END 55' ROW52+62.3 = END CURB TRANS (14.5' LT) BEG 50' ROW52+12.84 = ℄ INTXJEWEL BOX DRIVEMH106FH ASSM'Y=48+23.842+69 - 4" LAT - (40')LOT 1703 - Inv=606.500+17 - 4" LAT - (27')LOT 1725 - Inv=601.350+84 - 4" LAT - (26')LOT 1726 - Inv=603.271+46 - 4" LAT - (26')LOT 1727 - Inv=604.642+04 - 4" LAT - (27')2+75 - 4" LAT - (28')LOT 1729 - Inv=606.530+72 - 4" LAT - (23')1+46 - 4" LAT - (23')2+24 - 4" LAT - (38')LOT 1711 - Inv=595.831+73 - 4" LAT - (37')LOT 1712 - Inv=594.631+22 - 4" LAT - (37')LOT 1713 - Inv=593.300+59 - 4" LAT - (37')LOT 1714 - Inv=591.140+60 - 4" LAT - (25')LOT 1722 - Inv=590.740+07 - 4" LAT - (25')LOT 1721 - Inv=589.551+69 - 4" LAT - (25')LOT 1744 - Inv=593.671+80 - 4" LAT - (37')LOT 1716 - Inv=587.491+21 - 4" LAT - (36')LOT 1717 - Inv=586.482+51 - 4" LAT - (37')LOT 1715 - Inv=589.330+70 - 4" LAT - (30')LOT 1718 - Inv=585.120+19 - 4" LAT - (35')LOT 1719 - Inv=584.792+21 - 4" LAT - (25')LOT 1720 - Inv=588.22INV IN = 595.09INV OUT = 594.84INV IN = 589.96INV IN = 590.46INV OUT = 589.71INV IN = 585.41INV OUT = 585.161+98 - 4" LAT - (40')LOT 1704 - Inv=605.592+04 - 4" LAT - (27')LOT 1728 - Inv=605.291+39 - 4" LAT - (41')LOT 1705 - Inv=604.960+88 - 4" LAT - (41')LOT 1706 - Inv=603.670+38 - 4" LAT - (41')LOT 1707 - Inv=602.581+81 - 4" LAT - (41')LOT 1708 - Inv=600.601+11 - 4" LAT - (44')LOT 1709 - Inv=598.900+32 - 4" LAT - (41')LOT 1710 - Inv=596.96LOT 1723 - Inv=597.73LOT 1724 - Inv=599.43FH ASSM'Y=51+13.908" DIP CL-52121' - 24" RCP III @ 3.56%241' - 24" ADS N-12 @ 2.03%PROP GRADEEX GRADEEX GRADEPROP GRADE 565570575580585590595600605610615620625630635TYPICAL SECTIONBITUMINOUS CONCRETELIMITS OF SUBBASE-2.0%2:1 SLOPEMIN.1'-2.0%CLR/WP LGRASS STRIP1'BASE COURSE-2.0%STANDARD CG-6MIN.2:1 SLOPER/WLP SIDEWALK 4"CONCRETE W/4"#57 COMPACTEDSTONEUD-4(TYP.)-2.0%52+62.34 - 55+11.8550'9'32'9'5'3.5'2'28'2' 3.5' 5'PAVEMENT DESIGN(AADT: 110)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21A1-1/2" SM-9.5ADESIGN SPEED: 25 MPH1.5'MIN.UD-4(TYP.)20'4'BITUMINOUS CONCRETELIMITS OF SUBBASE-2.0%CLBASE COURSER/WLP -2.0%40' INGRESS/EGRESS EASEMENT1/2":1'2:1 SLOPEMAX.9'1'LP R/WTYPICAL SECTIONPAVEMENT DESIGN(AADT: 20)BASE:SURFACE:6" 21B2" SM-9.5ADESIGN SPEED: 25 MPH1'2' 5'-2.0%SIDEWALK 4"CONCRETE W/4"#57 COMPACTEDSTONETYPICAL SECTIONBITUMINOUS CONCRETELIMITS OF SUBBASE-2.0%2:1 SLOPEMIN.1'-2.0%CLR/WP LGRASS STRIP1'BASE COURSE-2.0%STANDARD CG-6MIN.2:1 SLOPER/WLP SIDEWALK 4"CONCRETE W/4"#57 COMPACTEDSTONEUD-4(TYP.)-2.0%45+46.91 - 51+63.3455'9.5'36'9.5'5'3.5'2'32'2' 3.5'5'PAVEMENT DESIGN(AADT: 704)1.5'NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.08" 21A1-1/2" SM-9.5ADESIGN SPEED: 25 MPHMIN.UD-4(TYP.)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV39NORLAND KNOLL DRIVE PROFILERev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18NOTE:PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.FINAL PAVEMENT DESIGN WILL BE IN ACCORDANCE WITH VDOT 2018PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTEDCBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED ANDAPPROVED BY VDOT PRIOR TO CONSTRUCTION.SCALE: 1" = 5'52.50510NOTE:ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.V: 1" = 5'H: 1" = 50'SCALE: 1" = 50'5025050 100 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+50585590595600605610615620625630635640618.00618.15618.30618.45618.60618.75618.89619.04619.18619.13618.85618.53618.20617.87617.55617.22616.90616.57616.25615.92615.59615.27614.94614.62614.29613.96613.64613.31612.99612.66612.34612.01611.68611.821.30%PVC = 13+41.34PVC = 619.14'PVI = 13+66.34PVI = 619.29'PVT = 13+91.34PVT = 618.96'VC = 50'SD=375.2'K-Value=26CREST = 13+57.01ELEV. = 619.19'19+63.40=CG-11ELVE = 611.65'19+10.44 = DI-3C-6'19+32.62 = DI-3B-6'TOP = 613.39TOP = 612.28TOP = 611.9919+77.49 = ℄ INTXJEWEL BOX DRIVEINTERLACE WAY 50' ROWDESIGN SPEED 25 MPH260' - 8" SDR35/26 @ 0.75%226' - 8" SDR35/26 @ 0.75%86' - 8"SDR 35/26 @ 2.30%73' - 8"SDR 35/26 @6.03%19+71.96 = MH1INV IN = 595.84INV IN = 595.84INV OUT = 595.64TOP = 611.91101' - 8" SDR35/26 @ 0.61%H 1411 36.80 MH112+41.06 = MH1TOP 617.81TOP = 618.424' MINCOVER8" DIP CL-52INV OUT=606.81INV IN=606.81INV OUT=607.420+61 =4" LAT. (42.91')LOT 1533 - INV=609.210 00 4 LAT. (38.55)LOT 1532 - INV=608.291+01 =4" LAT. (38.99')LOT 1534 - INV=608.924' MINCOVER8" DIP CL-52ARV18" MIN.CLEAR8x8 TEE W/3 GV12+81.70 = BEGIN CONSTRUCTION SECTION 17REMOVEFLUSHINGASSM'Y &CONNECT TOEX 8" WMMH150.59%MH121MH120MH119MH118MH109STR118STR117STR114STR11516+12.83 = DI-3B 6'INV OUT = 607.47INV IN = 607.7218+25.60 = DI-3B 6'INV IN = 603.65INV IN = 603.65INV OUT = 603.40INV IN = 602.55INV OUT = 602.3018+29.36 = DI-3B 6'INV OUT = 608.70STR11943' - 18"RCP III @ 2.00%END SECTION 154' MINCOVERPROP GRADEEX GRADEPROP GRADEEX GRADETOP = 618.30STR14013+23.02 = DI-3B-6'INV OUT = 614.4FH ASSM'Y=14+54.70213' - 15" ADS N-12 @ 0.75%80' - 15" ADS N-12 @ 2.48%INV IN = 605.87INV IN = 605.87INV OUT = 605.62TOP = 616.1636' - 15" RCP @ 7.80%TOP = 613.3413+23.02 = MH1INV OUT = 606.4615+82.78 = MH1INV OUT = 604.33INV IN = 604.5318+09.23 = MH1INV OUT = 602.44INV IN = 602.6418+97.07 = MH1INV OUT = 600.25INV IN = 600.45TOP = 618.90TOP = 616.38TOP = 613.43TOP = 612.262+02 - 4" LAT - (37')LOT 1733 - Inv=608.631+40 - 4" LAT - (37')LOT 1738 - Inv=608.170+89 - 4" LAT - (37')LOT 1735 - Inv=607.790+38 - 4" LAT - (37')LOT 1827 - Inv=607.041+96 - 4" LAT - (27')LOT 1819 - Inv=615.571+72 - 4" LAT - (27')LOT 1820 - Inv=615.391+48 - 4" LAT - (27')LOT 1821 - Inv=615.321+18 - 4" LAT - (27')LOT 1822 - Inv=614.990+78 - 4" LAT - (27')LOT 1823 - Inv=614.690+54 - 4" LAT - (27')LOT 1824 - Inv=613.630+30 - 4" LAT - (27')LOT 1825 - Inv=613.450+00 - 4" LAT - (27')LOT 1826 - Inv=613.032+60 - 4" LAT - (38')LOT 1732 - Inv=608.692+13 - 4" LAT - (37')LOT 1737 - Inv=606.461+11 - 4" LAT - (37')LOT 1739 - Inv=605.140+61 - 4" LAT - (37')LOT 1740 - Inv=604.771+62 - 4" LAT - (37')LOT 1738 - Inv=605.711+54 - 4" LAT - (27')LOT 1827 - Inv=605.461+03 - 4" LAT - (27')LOT 1828 - Inv=605.080+52 - 4" LAT - (27')LOT 1829 - Inv=604.700+00 - 4" LAT - (27')LOT 1830 - Inv=603.960+28 - 4" LAT - (40')LOT 1742 - Inv=603.040+33 - 4" LAT - (24')LOT 1831 - Inv=603.030+86 - 4" LAT - (37')LOT 1741 - Inv=603.88585590595600605610615620625630635640TYPICAL SECTIONBITUMINOUS CONCRETELIMITS OF SUBBASE-2.0%2:1 SLOPEMIN.1'-2.0%CLR/WP LGRASS STRIP1'BASE COURSE-2.0%STANDARD CG-6MIN.2:1 SLOPER/WLP SIDEWALK 4"CONCRETE W/4"#57 COMPACTEDSTONEUD-4(TYP.)-2.0%13+63.98 - 19+17.3850'9'32'9'5' 3.5' 2'28'2' 3.5' 5'PAVEMENT DESIGN(AADT: 110)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21A1-1/2" SM-9.5ADESIGN SPEED: 25 MPH1.5'MIN.UD-4(TYP.)TYPICAL SECTIONBITUMINOUS CONCRETELIMITS OF SUBBASE-2.0%2:1 SLOPEMIN.-2.0%R/WGRASS STRIPBASE COURSE-2.0%STANDARD CG-6MIN.2:1 SLOPER/WSIDEWALK 4"CONCRETE W/4"#57 COMPACTEDSTONEUD-4(TYP.)-2.0%NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSPAVEMENT DESIGN(AADT: 110)BASE:SUBBASE:SURFACE:3" IM-19.06" 21A1-1/2" SM-9.5ADESIGN SPEED: 25 MPH2'3.5'5' 25' 10' 2' 3.5' 5'10.5' 39' 9.5'59'12+81.70 - 13+43.98PARALLELPARKINGUD-4(TYP.)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV40INTERLACE WAY PROFILERev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18NOTE:PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.FINAL PAVEMENT DESIGN WILL BE IN ACCORDANCE WITH VDOT 2018PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTEDCBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED ANDAPPROVED BY VDOT PRIOR TO CONSTRUCTION.SCALE: 1" = 5'52.50510V: 1" = 5'H: 1" = 50'SCALE: 1" = 50'5025050 100 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 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00575580585590595600605610615620625630635640616.86616.54616.21615.89615.57615.25614.93614.61614.29613.96613.64613.32613.00612.73612.60612.61612.76613.00613.25613.49613.74613.98614.23614.47614.71614.96615.20615.45615.69615.94616.18616.43616.67616.91617.16617.26617.15616.82616.28615.65615.03614.40613.78613.15612.53611.90611.28610.65610.03609.40608.78608.15607.53606.90606.28605.77605.37605.271.29%0.98%PVC = 18+03.85PVC = 612.95'PVI = 18+53.85PVI = 612.31'PVT = 19+03.85PVT = 612.80'VC = 100'SD=610.1K-Value=44SAG = 18+60.65ELEV. = 612.59'2.50%PVC = 23+46.59PVC = 617.12'PVI = 23+96.59PVI = 617.61'PVT = 24+46.59PVT = 616.36'VC = 100'SD=241.1'K-Value=29CREST = 23+74.70ELEV. = 617.26'1.45%PVC = 28+42.32PVC = 606.47'PVI = 28+67.32PVI = 605.85'PVT = 28+92.32PVT = 605.48'VC = 50'SD=1000.0'K-Value=48JEWEL BOX DRIVE 50' ROWDESIGN SPEED 25 MPH18+60.65 = DI-3C-6'TOP = 613.92TOP = 612.6719+62.02 = DI-3B-4' (60" BASE)21+38.74 = DI-3B-4'21+38.72 = DI-3B-4'TOP = 613.45TOP = 614.64TOP = 615.18TOP = 615.18193' - 8" SDR35/26 @ 1.02%142' - 8" SDR 35/26 @ 0.50%137' - 8"SDR 35/26@ 0.50%83' - 8"SDR 35/26@ 0.50%83' - 8"DIP - CL 52@ 0.50%134' - 8" DIP - CL52 @ 0.50%188' - 8" DIP - CL52 @ 0.50%153' - 8" SDR35/26 @ 0.50%156' - 8" SDR35/26 @ 0.60%16+49.54 = MH1INV OUT = 602.8418+42.63 = MH1INV IN = 600.88INV OUT = 600.6819+84.49 = MH1INV IN = 599.97INV OUT = 599.7721+23.05 = MH1INV IN = 599.08INV OUT = 598.8822+09.37 = MH1INV IN = 598.47INV OUT = 598.2722+95.69 = MH1INV IN = 597.85INV OUT = 597.6524+31.33 = MH1INV IN = 596.98INV OUT = 596.7826+19.82 = MH1INV IN = 595.84INV IN = 595.84INV OUT = 595.6427+74.17 = MH1INV IN = 594.88INV OUT = 594.6829+30.57 = MH1INV IN = 593.74INV IN = 593.74INV OUT = 593.54TOP = 614.83TOP = 600.68TOP = 613.46TOP = 614.82TOP = 615.66TOP = 616.51TOP = 616.83TOP = 611.91TOP = 594.68TOP = 605.54145' - 8" SDR35/26 @ 0.50%15+97.78 = MH1TOP = 615.4815+61.42 = DI-3B - 4'INV IN = 610.78INV OUT = 610.6815+61.42 = DI-3B - 6'TOP = 617.00TOP = 616.18TOP = 616.1818" MIN.CLEARINV OUT=604.480+86 =4" LAT. (20')LOT 1535 - INV=606.320+84 =4" LAT. (42')LOT 1536 - INV=607.040+34 =4" LAT. (40')LOT 1537 - INV=607.471+45 =4" LAT. (37')LOT 1780 - INV=605.92 (REVISED TO 1764)61' - 15" ADS N-12 @1.49%14+97.93=DI-3B - 4'INV OUT=611.69INV IN=611.79INV OUT=610.00INV IN=610.1018" MIN.CLEAR4' MINCOVER8" DIP CL-52FH ASSM'Y =16+83.9318" MIN.CLEAR8x8 TEE W/3 GV = 26+12.55CD-1CD-1CD-2ARVRESTRAINEDJOINTS (TYP)18" MIN.CLEAR18" MIN.CLEAR18" MIN.CLEAR18" MIN.CLEARCD-1CD-1RESTRAINEDJOINTS (TYP)8x8 TEE W/3 GV = 26+31.99FH ASSM'Y =21+81.74FH ASSM'Y =25+71.568x8 TEE W/3 GV29+36.57 = ℄ INTXNORLAND KNOLL DRIVECOMPACT FILL TO95% MAXIMUMDRY DENSITYPER ASHTO - T-99COMPACT FILL TO95% MAXIMUMDRY DENSITYPER ASHTO - T-99MH13MH116STR56STR137STR55STR5415+73.85 = BEGIN CONSTRUCTION SECTION 17MH 13CONSTRUCTEDWITH SEC 15MH115STR134STR107MH105STR108STR111MH108STR113STR112MH109MH110REMOVEFLUSHINGASSM'Y &CONNECT TOEX 8" WMSTR128STR129MH114STR130STR131MH113MH112MH11129+17.32=CG-11ELEV. = 605.1223+06.55 = ℄ INTXCOMPASSCOURT26+24.48 = ℄ INTXINTERLACE WAY36' - 15"RCP III @ 1.10%INV IN = 606.09INV OUT = 605.8417+34.99 = DI-3B-4'INV OUT = 607.99INV IN = 608.2419+78.72 = DI-3B-6'INV OUT = 609.21123' - 15" ADS N-12 @ 1.50%60' - 15"RCP III @ 1.57%36' - 15"RCP III @ 6.74%INV IN = 605.51INV IN = 605.51INV OUT = 604.7620+83.67 = DI-3B-4'INV IN = 607.60INV OUT = 607.35INV OUT = 608.54INV IN = 608.79INV OUT = 611.2236' - 15"RCP III @ 10.67%36' - 24"RCP III @ 1.82%8" DIP CL-520+08 - 4" LAT - (37')LOT 1760 - Inv=603.010+62 - 4" LAT - (37')LOT 1761 - Inv=603.341+30 - 4" LAT - (37')LOT 1762 - Inv=604.810+32 - 4" LAT - (25')LOT 1815 - Inv=609.440+56 - 4" LAT - (25')LOT 1816 - Inv=609.670+80 - 4" LAT - (25')LOT 1817 - Inv=610.661+10 - 4" LAT - (25')LOT 1818 - Inv=610.951+93 - 4" LAT - (36')LOT 1763 - Inv=604.970+17 - 4" LAT - (25')0+37 - 4" LAT - (25')LOT 1811 - Inv=609.150+57 - 4" LAT - (25')LOT 1812 - Inv=609.250+85 - 4" LAT - (25')LOT 1813 - Inv=609.390+00 - 4" LAT - (37')LOT 1759 - Inv=603.060+00 - 4" LAT - (26')LOT 1814 - Inv=609.610+23 - 4" LAT - (41')LOT 1757 - Inv=604.820+83 - 4" LAT - (39')LOT 1758 - Inv=604.190+29 - 4" LAT - (21')LOT 1806 - Inv=610.560+53 - 4" LAT - (21')LOT 1807 - Inv=610.720+77 - 4" LAT - (22')LOT 1808 - Inv=611.391+07 - 4" LAT - (24')LOT 1809 - Inv=609.850+00 - 4" LAT - (23')LOT 1805 - Inv=611.710+13 - 4" LAT - (40')LOT 1755 - Inv=605.240+60 - 4" LAT - (41')LOT 1756 - Inv=605.630+35 - 4" LAT - (41')LOT 1754 - Inv=605.800+20 - 4" LAT - (37')LOT 1749 - Inv=602.240+81 - 4" LAT - (37')LOT 1750 - Inv=603.291+42 - 4" LAT - (37')LOT 1751 - Inv=603.590+74 - 4" LAT - (21')LOT 1743 - Inv=598.100+50 - 4" LAT - (41')LOT 1747 - Inv=599.151+16 - 4" LAT - (39')LOT 1748 - Inv=600.121+07 - 4" LAT - (39')LOT 1745 - Inv=597.090+00 - 4" LAT - (37')40' - 15" RCP III @ 9.35%TOP = 613.61STR132TOP = 612.67STR13518+60.66 = DI-3C-6'LOT 1746 - Inv=598.398" DIP CL-520+12 - 4" LAT - (38')LOT 1752 - Inv=604.200+79 - 4" LAT - (41')LOT 1753 - Inv=605.120+31 - 4" LAT - (23')0+61 - 4" LAT - (22')LOT 1802 - Inv=614.450+85 - 4" LAT - (21')LOT 1803 - Inv=613.641+09 - 4" LAT - (21')LOT 1804 - Inv=614.29LOT 1801 - Inv=614.29126' - 15" ADS N-12 @ 2.03%END SECTION 1516+70.16 = ℄ INTXPARK LOTPROP GRADEEX GRADEPROP GRADEEX GRADERESTRAINEDJOINTS (TYP)STR11625+68.59 = DI-3B-6'INV IN = 605.65INV OUT = 605.40TOP = 613.44110' - 18" ADS N-12 @ 1.79%86' - 24" ADS N-12 @ 1.54%26+77.94 =INV OUT = 605.1526+77.93 =INV OUT = 601.06INV IN = 601.31INV IN = 601.3127+92.57 =INV OUT = 598.58INV IN = 599.08INV IN = 599.0828+79.90 = DI-3C - 6'INV OUT = 597.01INV IN = 597.26INV IN = 597.7628+83.66 = DI-3C - 6'INV OUT = 596.10INV IN = 596.35TOP = 610.66DI-3B - 6'TOP = 610.66DI-3B - 4'TOP = 607.80DI-3B - 4'TOP = 605.76TOP = 605.70INV OUT = 605.19INV IN = 605.44INV IN = 605.44LOT 1810 - Inv=609.13575580585590595600605610615620625630635640TYPICAL SECTIONBITUMINOUS CONCRETELIMITS OF SUBBASE-2.0%2:1 SLOPEMIN.1'-2.0%CLR/WP LGRASS STRIP1'BASE COURSE-2.0%STANDARD CG-6MIN.2:1 SLOPER/WLP SIDEWALK 4"CONCRETE W/4"#57 COMPACTEDSTONEUD-4(TYP.)-2.0%15+73.85 -16+27.7317+07.16 - 22+66.6123+49.18 - 25+70.5126+71.24 - 28+83.5750'9'32'9'5'3.5'2'28'2'3.5'5'PAVEMENT DESIGN(AADT: 484)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21A1-1/2" SM-9.5ADESIGN SPEED: 25 MPH1.5'MIN.UD-4(TYP.)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV41JEWEL BOX DRIVE PROFILERev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18NOTE:PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.FINAL PAVEMENT DESIGN WILL BE IN ACCORDANCE WITH VDOT 2018PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTEDCBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED ANDAPPROVED BY VDOT PRIOR TO CONSTRUCTION.SCALE: 1" = 5'52.50510NOTE:ALL RESTRAINED JOINTS TO EXTEND 20' INTO CUT.V: 1" = 5'H: 1" = 50'SCALE: 1" = 50'5025050100NOT TO SCALEPRIVATE PARKING LOT PAVEMENT SECT.6.0" SUBBASE VDOT STD. 21B1.5" SM-12.5A SURFACE COURSEVDOT VTM-1 METHOD)AT OPTIMUM MOISTURE CONTENT(COMPACTED TO 95% DENSITYCOMPACTED SUBGRADEOF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 4. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION.2" IM-19.0A INTERMEDIATE COURSE COMPASS COURT 50' ROWDESIGN SPEED 25 MPH9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+506006056106156206256305956006056106156206256302.007.2259559059058558533' - 15" RCP III @0.87%INV OUT=611.2911+84.22=DI-3B - 6'11+84.22=DI-3B - 6'INV OUT=602.73INV IN=602.98TOP=615.89TOP=608.06TOP=608.068" DIP CL-52PROP GRADEEX GRADEFUTURE GRADE EXTENSION3:1 136' - 15" ADS N-12 @5.70%8" DIP CL-5214+008" GV 20' STUBW/ FLUSHINGASMB'YFH ASSM'Y =11+71.138x8 TEE W/3 GV = 10+05.9110+47.96=DI-3B - 4'18" MIN.CLEAR616.73616.23615.73615.08613.91612.22610.42608.62606.81PVC = 10+56.51PVC = 615.60'PVI = 10+86.51PVI = 615.00'PVT = 11+16.51PVT = 612.84'VC = 60'SD=157.4K-Value=12STR126STR125STR12410+00 = ℄ INTXJEWEL BOX DRIVE10+17.50 = CG-11ELEV = 616.38'INV OUT=603.27INV IN=603.52INV IN=603.52TYPICAL SECTIONBITUMINOUS CONCRETELIMITS OF SUBBASE-2.0%2:1 SLOPEMIN.1'-2.0%CLR/WP LGRASS STRIP1'BASE COURSE-2.0%STANDARD CG-6MIN.2:1 SLOPER/WLP SIDEWALK 4"CONCRETE W/4"#57 COMPACTEDSTONEUD-4(TYP.)-2.0%10+44.56 - 11+86.1350'10.5'29'10.5'5'3.5'2'25'2'3.5'5'PAVEMENT DESIGN(AADT: 175)NOTE:CD-1 AND CD-2 UNDERDRAINS ARE TO BEPROVIDED AS SHOWN ON THESE DRAWINGSBASE:SUBBASE:SURFACE:3" IM-19.06" 21A1-1/2" SM-9.5ADESIGN SPEED: 25 MPH1.5'MIN.UD-4(TYP.)151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV42COMPASS COURT PROFILERev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18V: 1" = 5'H: 1" = 50'NOTE:PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY.FINAL PAVEMENT DESIGN WILL BE IN ACCORDANCE WITH VDOT 2018PAVEMENT DESIGN GUIDE AND BASED UPON ACTUAL FIELD TESTEDCBR VALUES. ALL PAVEMENT DESIGNS SHALL BE REVIEWED ANDAPPROVED BY VDOT PRIOR TO CONSTRUCTION.SCALE: 1" = 5'52.50510SCALE: 1" = 50'5025050 100 600605610615620625600605610615620625INTERLACE WAY & JEWEL BOX DRIVE 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+002+50 2+00 1+50 1+003+003.5' EYEHEIGHT3.5' OBJECTHEIGHT3.5' OBJECTHEIGHT280' SIGHT LINEPROP GRADE280' SIGHT LINE℄ INTERLACE WAY595600605610615620595600605610615620JEWEL BOX DRIVE & NORLAND KNOLL DRIVE0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+002+50 2+00 1+50 1+003+003.5' OBJECTHEIGHT3.5' OBJECTHEIGHT3.5' EYEHEIGHT280' SIGHT LINEPROP GRADE280' SIGHT LINE℄ JEWEL BOX DRIVE610615620625610615620625COMPASS COURT & JEWEL BOX DRIVE 0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+002+50 2+00 1+50 1+003+00280' SIGHT LINE280' SIGHT LINE3.5' OBJECTHEIGHT3.5' EYEHEIGHT3.5' OBJECTHEIGHTPROP GRADE℄ COMPASSCOURT605610615620625605610615620625PARKING LOT & JEWEL BOX DRIVE0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+002+50 2+00 1+50 1+003+003.5' EYEHEIGHT3.5' OBJECTHEIGHT℄ PARKING LOTPROP GRADE280' SIGHT LINE3.5' OBJECTHEIGHT280' SIGHT LINE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV43SIGHT DISTANCE PROFILESRev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18SCALE: 1" = 5'52.50510V: 1" = 5'H: 1" = 50'SCALE: 1" = 5'52.50510SCALE: 1" = 50'5025050100SCALE: 1" = 50'5025050100 ℄ NORLANDKNOLL DRIVEHGLEX GRADEPROPGRADESTR 106 - STR 110℄ NORLANDKNOLL DRIVEHGLEX GRADEPROP GRADECOMPACTFILL TO 95%MAXIMUMDRY DENSITYPER ASHTO -T-99STR110STR109STR108STR107STR106HGLEX GRADEPROPGRADE℄ JEWEL BOXDRIVESTR122STR121STR120STR1119+50 10+00 10+5057558058559059560060561057558058559059560060561045' - 15"RCP III @ 4.30%10+00.00 = BaseINV OUT = 589.71INV IN = 590.46INV IN = 589.9610+45.40 = BaseINV OUT = 592.41TOP = 597.73DI-3B - 8'TOP = 598.47DI-3B - 8'9+50 10+00 10+50 11+00 11+50 12+0058058559059560060561061562058058559059560060561061562050' - 24"ADS N-12 @ 2.00%36' - 24"RCP III @ 1.82%50' - 15"ADS N-12 @ 5.41%40' - 15"RCP III @ 5.50%10+00.00 = BaseINV OUT = 594.84INV IN = 595.0910+50.45 = BaseINV OUT = 596.10INV IN = 596.3510+86.62 = BaseINV OUT = 597.01INV IN = 597.76INV IN = 597.2611+36.25 = BaseINV OUT = 600.44INV IN = 600.6911+76.25 = BaseINV OUT = 602.89TOP = 604.14DI-3B - 4'TOP = 605.70DI-3B - 6'TOP = 605.76DI-3C - 6'TOP = 606.92DI-3B - 8'TOP = 606.92DI-3B - 8'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+5058058559059560060561061562058058559059560060561061562087' - 18" ADS N-12 @ 1.24%108' - 18" ADS N-12 @ 0.75%209' - 15" ADS N-12 @ 2.00%10+00.00 = BaseINV OUT = 598.58INV IN = 599.08INV IN = 599.0810+87.28 = BaseINV OUT = 600.16INV IN = 600.4111+95.16 = BaseINV OUT = 601.22INV IN = 601.4714+04.38 = BaseINV OUT = 605.65TOP = 607.80DI-3B - 4'TOP = 604.28DI-1TOP = 605.52DI-1TOP = 609.70DI-155566666HGLSTR105STR1048" W/L XING8" SAN XINGSTR 104 - STR 1058" W/L XING8" W/L XING8" SAN XING8" SAN XINGSTR 111 - STR 12218" MIN.CLEAR18" MIN.CLEAR9+50 10+00 10+50 11+00 11+50 12+0056557057558058559059560060556557057558058559059560060510+00.00 = ES-1 (30)INV OUT = 581.0010+42.65 = MH1INV OUT = 581.25INV IN = 581.7511+56.66 = BaseINV OUT = 585.16INV IN = 585.41TOP = 592.02TOP = 594.78DI-3C - 6'8" SAN XINGSWALE #5MEDIASTR103STR102STR101PROP GRADEEX GRADESTR 101 - STR 103RIP RAP24"x7'x15'CL-I3'X3' GABIONBASKET43' - 30"ADS N-12 @ 0.59%114' - 24" ADS N-12 @ 2.99%STR 112 - STR 113 STR 112 - STR 116A STR 117 - STR 118 STR 123 - STR 125A STR 127 - STR 132℄ JEWEL BOXDRIVEHGLPROPGRADEEX GRADE℄ INTERLACEWAYHGLPROP GRADEEX GRADE℄ INTERLACEWAYHGLPROPGRADEEX GRADECOMPACTFILL TO 95%MAXIMUMDRYDENSITYPER ASHTO- T-99RIP RAP24"x6'x35'CL-I℄ JEWEL BOXDRIVEPROP GRADEEX GRADEHGLSTR113STR112STR116STR115STR114STR112STR12736' - 15"RCP III @ 10.67%8" W/L XING8" W/L XING8" W/L XINGSTR116A8" W/L XING8" W/L XINGSTR118STR117STR123STR124STR125ASTR125HGLEX GRADEPROP GRADESTR128STR1328" SAN XING8" SAN XING8" SAN XING8" SAN XING9+50 10+00 10+5058559059560060561061562058559059560060561061562010+00.00 = BaseINV OUT = 601.06INV IN = 601.31INV IN = 601.3110+35.97 = BaseINV OUT = 605.15TOP = 610.66DI-3B - 4'TOP = 610.66DI-3B - 6'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+0059059560060561061562062559059560060561061562062549' - 18"ADS N-12 @ 2.00%43' - 18"RCP III @ 2.00%54' - 15"ADS N-12 @ 3.23%103' - 15" ADS N-12 @ 2.21%10+00.00 = BaseINV OUT = 601.06INV IN = 601.31INV IN = 601.3110+49.29 = BaseINV OUT = 602.30INV IN = 602.5510+91.99 = BaseINV OUT = 603.40INV IN = 603.65INV IN = 603.6511+46.20 = BaseINV OUT = 605.40INV IN = 605.6512+49.59 = BaseINV OUT = 607.94TOP = 610.66DI-3B - 4'TOP = 611.99DI-3B - 6'TOP = 612.28DI-3C - 6'TOP = 613.44DI-3B - 6'TOP = 611.67NYP-24PEDGRATE9+50 10+00 10+50 11+0059059560060561061562062559059560060561061562062536' - 15" RCP @ 7.80%10+00.00 = BaseINV OUT = 605.62INV IN = 605.87INV IN = 605.8710+36.23 = BaseINV OUT = 608.70TOP = 613.39DI-3B - 6'TOP = 613.34DI-3B - 6'9+50 10+00 10+50 11+00 11+50 12+00 12+5058559059560060561061562058559059560060561061562046' - 15"ADS N-12 @ 10.29%33' - 15"RCP III @ 0.87%109' - 15" ADS N-12 @ 1.37%10+00.00 = ES-1 (15)INV OUT = 598.0010+45.98 = BaseINV OUT = 602.73INV IN = 602.9810+78.98 = BaseINV OUT = 603.27INV IN = 603.52INV IN = 603.5211+87.59 = BaseINV OUT = 605.00TOP = 608.06DI-3B - 6'TOP = 608.06DI-3B - 6'TOP = 607.79NYP-24 PEDGRATE9+00 9+50 10+00 10+50 11+00 11+5058559059560060561061562062558559059560060561061562062540' - 15"RCP III @ 9.35%10+00.00 = ES-1 (24)10+68.97 = 60" BaseINV OUT = 604.76INV IN = 605.51INV IN = 605.5111+08.53 = MH1INV OUT = 609.21TOP = 613.45DI-3B - 4'TOP = 613.61DI-3B - 6'18" MIN.CLEAR18" MIN.CLEAR69' - 24"ADS N-12 @ 2.99%INV OUT = 602.69RIP RAP24"x38'x6'CL-I3'X3' GABIONBASKET℄ JEWEL BOXDRIVE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV44STORM SEWER PROFILESRev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18V: 1" = 5'H: 1" = 50'SCALE: 1" = 5'52.50510SCALE: 1" = 50'5025050100SCALE: 1" = 5'52.50510SCALE: 1" = 50'5025050 100 STR 130 - STR 131PROP GRADEEX GRADEHGLCOMPACTFILL TO 95%MAXIMUMDRY DENSITYPER ASHTO -T-99℄ JEWEL BOXDRIVESTR1308" W/L XING8" W/L XINGSTR131PROPGRADEEX GRADEHGLSTR136ASTR136STR135STR134STR133STR 133 - STR 136A8" SAN XING8" SAN XING9+50 10+00 10+50 11+0059059560060561061562062559059560060561061562062536' - 15"RCP III @ 6.74%10+00.00 = MH1INV OUT = 608.54INV IN = 608.7910+36.00 = MH1INV OUT = 611.22TOP = 615.18DI-3B - 4'TOP = 615.18DI-3B - 4'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+0058559059560060561061562062558559059560060561061562062536' - 15"RCP III @ 1.10%122' - 15" ADS N-12 @ 1.01%128' - 15" ADS N-12 @ 2.00%10+00.00 = ES-1 (15)10+62.21 = BaseINV OUT = 605.19INV IN = 605.44INV IN = 605.4410+98.22 = BaseINV OUT = 605.84INV IN = 606.0912+20.28 = BaseINV OUT = 607.32INV IN = 607.5713+48.28 = BaseINV OUT = 610.13TOP = 612.67DI-3C - 6'TOP = 612.67DI-3C - 6'TOP = 610.57DI-1TOP = 612.80DI-1℄ JEWEL BOXDRIVEINV OUT = 602.6962' - 15"ADS N-12 @ 4.02%RIP RAP24"x38'x6'CL-I3'X3'GABIONBASKETSTR 137 - STR 139HGLPROP GRADEEX GRADECOMPACTFILL TO 95%MAXIMUMDRY DENSITYPER ASHTO -T-998" W/L XINGSTR139STR138STR1378" SAN XINGSTR119STR141PROP GRADEEX GRADEHGLSTR 119 - STR 141STR1409+50 10+00 10+50 11+00 11+50 12+00 12+50 13+0058559059560060561061562062563058559059560060561061562062563076' - 15" RCP III @ 0.98%95' - 15" ADS N-12 @ 1.00%97' - 15" ADS N-12 @ 4.09%10+00.00 = BaseINV OUT = 607.99INV IN = 608.2410+76.45 = BaseINV OUT = 608.99INV IN = 609.2411+71.19 = BaseINV OUT = 610.19INV IN = 610.4412+68.08 = BaseINV OUT = 614.40TOP = 613.92DI-3B - 4'TOP = 613.44DI-3B - 6' (SAG)TOP = 613.44DI-1TOP = 618.30DI-3B - 6' (SAG)9+50 10+00 10+50 11+00 11+50600605610615620625630600605610615620625630126' - 15" ADS N-12 @ 0.50%10+00.00 = BaseINV OUT = 607.47INV IN = 607.7211+25.51 = MH1INV OUT = 608.35TOP = 616.16DI-3B - 6'TOP = 611.00DI-1℄ JEWEL BOXDRIVEMH EX.-4 - MH 103 SANITARY SEWER-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+0050551051552052553053554054555055556056557057558058559059560050551051552052553053554054555055556056557057558058559059560064' - 8"SDR 35/26 @ 1.84%125' - 8" SDR 21 @ 23.00%226' - 8" SDR 35/26 @ 7.89%121' - 8" SDR 35/26 @ 14.05%INV OUT = 516.25INV IN = 517.000+63.54 = MH1INV OUT = 517.42INV IN = 517.621+88.95 = MH1INV OUT = 546.47INV IN = 546.674+14.70 = MH1INV OUT = 564.48INV IN = 564.685+35.29 = MH1INV OUT = 581.62INV IN = 581.82TOP = 524.23TOP = 525.23TOP = 558.00TOP = 578.00TOP = 593.620+00.00 = EX. MH, CORE DRILL, BOOT &RESHAPE OF INVERT BY CONTRACTORSTEEP PIPECONNECTIONREQUIRED1' PIPEEXT.TYP.STEEP PIPECONNECTIONREQUIRED11 1/2 ° BENDCONCRETEANCHORS@ 36' OC+99+35CONCRETEANCHORS@ 36' OC+71EX GRADEEX GRADEEX GRADEPROP GRADEEX4EX23MH101MH102MH103INV IN = 516.4530" STRM XINGCONCRETE PAD PERFW REQUIREMENTS151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV45STORM SEWER PROFILES & SANITARY SEWER PROFILESRev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18V: 1" = 5'H: 1" = 50'SCALE: 1" = 5'52.50510SCALE: 1" = 5'52.50510SCALE: 1" = 50'5025050 100SCALE: 1" = 50'5025050 100SCALE: 1" = 5'52.50510SCALE: 1" = 50'5025050 100 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A46STORM SEWER & HGL COMPSRev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18 NOT TO SCALEGRASS CHANNEL SECTION #1 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 1.10 CFS -- 3.03 FPS10 YR STORM EVENT: 1.53 CFS 0.17' --CHANNEL SLOPE 15.0%10:12'13:1TRAPEZOID GRASS SWALE1'0.2'NOT TO SCALEGRASS CHANNEL SECTION #2 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 3.53 CFS -- 3.63 FPS10 YR STORM EVENT: 4.89 CFS 0.21' --CHANNEL SLOPE 13.0%3:14'14:1TRAPEZOID GRASS SWALE1'0.2'NOT TO SCALEGRASS CHANNEL SECTION #3 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 5.94 CFS -- 6.80 FPS10 YR STORM EVENT: 8.23 CFS 0.27' --CHANNEL SLOPE 15.3%3:14'2'2'3:1TRAPEZOID GRASS SWALEWITH NA GREEN SC250LINING OR APPROVEDEQUAL1'0.3'NOT TO SCALEGRASS CHANNEL SECTION #4 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 1.83 CFS -- 2.38 FPS10 YR STORM EVENT: 2.54 CFS 0.20' --CHANNEL SLOPE 8.4%DRAINAGE AREA: 0.50 ACRESRATIONAL C: 0.4710 YR RAIN INTENSITY: 6.5 IN/HRDRAINAGE AREA: 1.93 ACRESRATIONAL C: 0.3910 YR RAIN INTENSITY: 6.5 IN/HRDRAINAGE AREA: 3.09RATIONAL C: 0.4110 YR RAIN INTENSITY: 6.5 IN/HRDRAINAGE AREA: 0.78RATIONAL C: 0.5010 YR RAIN INTENSITY: 6.5 IN/HRMIN3:14'3:1TRAPEZOID GRASS SWALE1'0.2'MINMINMINNOT TO SCALEGRASS CHANNEL SECTION #5 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 1.76 CFS -- 1.85 FPS10 YR STORM EVENT: 2.43 CFS 0.21' --CHANNEL SLOPE 5.2%3:12'3'3'3:1TRAPEZOID GRASS SWALE1'MIN0.2'NOT TO SCALEGRASS CHANNEL SECTION #6 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 3.38 CFS -- 6.42 FPS10 YR STORM EVENT: 4.68 CFS 0.21' --CHANNEL SLOPE 24.0%3:12'3'3'3:1TRAPEZOID GRASS SWALEWITH NA GREEN SC250LINING OR APPROVEDEQUAL1'MIN0.2'DRAINAGE AREA: 0.72RATIONAL C: 0.5210 YR RAIN INTENSITY: 6.5 IN/HRDRAINAGE AREA: 1.44RATIONAL C: 0.5010 YR RAIN INTENSITY: 6.5 IN/HRNOT TO SCALEGRASS CHANNEL SECTION #7 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 13.38 CFS -- 7.90 FPS10 YR STORM EVENT: 18.46 CFS 0.56' --CHANNEL SLOPE 8.0%3:12'5'5'3:1TRAPEZOID GRASS SWALEWITH NA GREEN SC250LINING OR APPROVEDEQUAL1.5'MIN0.6'DRAINAGE AREA: 7.75RATIONAL C: 0.5810 YR RAIN INTENSITY: 4.14 IN/HR151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A47DITCH & STORM SEWER INLET COMPSRev. No. DateSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A48SITE DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18NTS 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A49VDOT DETAILSRev. No. Date STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18Section 2C.66 Object Markers for Ends of RoadwaysSupport:01 The Type 4 object marker is used to warn and alert road users of the end of a roadway in other thanconstruction or maintenance areas.Standard:02 If an object marker is used to mark the end of a roadway, a Type 4 object marker shall be used.Option:03 The Type 4 object marker may be used in instances where there are no alternate vehicular paths.04 Where conditions warrant, more than one marker, or a larger marker with or without a Type 3 Barricade(see Section 2B.67), may be used at the end of the roadway.Standard:05 The minimum mounting height, measured vertically from the bottom of a Type 4 object marker to theelevation of the near edge of the traveled way, shall be 4 feet.Guidance:06 Appropriate advance warning signs in this Chapter should be used. 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A50VDOT DETAILSRev. No. Date STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A51VDOT DETAILSRev. No. Date STONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18SQUARE TUBE STEEL SIGN POSTS - Square tube steel sign posts shall be fabricated from hot rolled. carbon sheet steel, structural steelquality, conforming to the requirements of ASTM A1011, grade 50 except the yield strength after cool forming shall be 60,000 psi minimum.The steel gauge shall be 14 gauge for the 2 inch by 2 inch post and 10 gauge for the 2 1/2 inch by 2 1/2 inch posts. Posts (inside andoutside) shall be galvanized in accordance with the requirements of ASTM A653. Coating Designation G-90. Post shall use an in groundanchor system that provides a stable installation and allows easy replacement of the sign post into the anchor system after vehicular impact.Post shall conform to the breakaway requirements of AASHTO's Standard Specifications for Structural Supports for Highway Signs,Luminaries, and Traffic Signals (1994 Edition including revisions). The Contractor shall provide a copy of the FHWA's acceptance letterindicating compliance with breakaway requirements at the time of catalog submission of the posts. Posts shall have 7/16 inch (+/- 1/64 inch)openings or knockouts spaced 1 inch on centers on all four sides. Post shall be installed in accordance with the manufacturer'srecommendations. 151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVN/A52FREDERICK WATER DETAILSSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18L = restrained length of pipe (PVC or DIP)HORIZONTAL BEND 45°, 22 1/2°, 11 1/4° D 6" 8" 12" 16" 18" 20" 24" L (ft) 20 20 20 20 20 20 20 L TEE, CROSS, WYEany joint that falls within the specified length ofeach branch of the fitting shall be restrained.In addition to restraining each joint of the fitting, D = pipe diameterLLLL-2- TEE, CROSS, WYE AND HORIZONTAL BENDRESTRAINED JOINTS FOR D 6" 8" 12" 16" 18" 20" 24" L (ft) 60 60 100 120 120 140 160DDDL = restrained length of pipe (PVC or DIP)D = pipe diameterFEB 09Both joints of the fitting shall be restrained. In addition, all joints withinthe specified length on the large side of the reducer shall be restrained. REDUCERL L (ft) 60 60 100 120 120 140 160 D 6" 8" 12" 16" 18" 20" 24" Lfalls within the specified length shall be restrained.In addition to restraining the connection, any joint that VALVE, DEAD ENDL 8" 12" 16" 18" 20" 24" 8" -- 60 80 100 120 140 D1 12" -- -- 60 80 100 120 16" -- -- -- 40 60 100 18" -- -- -- -- 40 80 20" -- -- -- -- -- 60 -3- GATE VALVE AND DEAD ENDRESTRAINED JOINTS FOR REDUCER, 6" 40 60 100 120 120 140 D2D1LDL = restrained length ofD = pipe diameterpipe (PVC or DIP)L (ft)D2L = restrained length ofD = pipe diameterpipe (PVC or DIP)FEB 09LuLdLu = up bend restrained lengthof pipe (PVC or DIP)up benddepthdepth 4 ft. min.down bend Ld = down bend restrained length of pipe (PVC or DIP)finished gradeLuLd-4- VERTICAL OFFSETRESTRAINED JOINTS FOR 45° Ld (ft) 20 40 60 80 Lu (ft) 20 20 20 20 Each side of any vertical offsetbend shall be restrained. Inaddition, any joint that falls withinthe specified length on each sideof the fitting shall be restrained. D 6" 8" & 12" 16", 18" & 20" 24" 22 1/2° Ld (ft) 20 20 40 40 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24" 11 1/4° Ld (ft) 20 20 20 20 Lu (ft) 20 20 20 20 D 6" 8" & 12" 16", 18" & 20" 24"DD = pipe diameterFEB 0948" min.6" stonevalve restrained to main6", 8" and 12" 16", 18", 20" and 24"screw type adjustablevalve box8"x 8"x 16"solid block60" min.over-excavation18" to 24"concrete pad 18" dia. x 6" deepfinished gradeconcrete pad 18" dia. x 6" deepfinished gradeWaterForced Sewer24" min.screw type adjustable valve boxNote: valve shallbe spur geartype6" stone8"x 8"x 16"solid blockvalverestrainedto mainscrew typeadjustablevalve boxconcrete pad 18"dia. x 6" deep8"x 8"x 16" solid blockfor 12" valveNote: valve shallbe bevel geartypeGATE VALVEstonejointrestraintsstonevalve restrainedto main48" min.6" stonelocation marker-5- APR 09valve boxadaptorvalve boxadaptorvalve boxadaptor6"exterior of all sections tohave waterproof coating3/4" x 2" butyljoint sealant24" min. in undeveloped areassquare skid pad 6"thick aroundmanhole frame indeveloped areasfinishedgradefinishedgrade3/4" concrete anchorbolts (4 each)STANDARD MANHOLEadjustment rings(11" max.)steel reinforcedpolypropylene steps24" min.clear opening6. There shall be a 0.20 foot drop in elevation through the manhole.3/4 dia.6" stone1'-6"35" max.12" or 16" (typ.)6" stone4'-0"variable3'-0" min.4'-0" max.8"1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation.2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing.3. Final slope adjustment of manhole frame shall be by shims and non-shrink grout.4. Skid pad to be placed around manholes located in shoulders of roads.5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height.NOTES :5"pipe to manholeconnection to beby flexible sleevetop of bench to besame elevation as topof pipe1" nominal size butyljoint sealant to beapplied on lowerledge of jointtop of manhole at grade in pavement areasunless otherwise directed (top shall be set 24"min. above grade in undeveloped areas)invert channel to provide asmooth transition in to out,for all connectionsprecast invert orgrout bottom toform channeljoint gasket shall beeither o-ring or profileconcrete ASTMC-1504000 psi2'-0" max.-15- FEB 0918"3' minimumPL2'treated 2"x 4" withtop 6" painted green4" pipe at 2.00%minimum grade36" min.coverpropertylinesolvent weld cap8" x 4" gasketed bell wyespigot by gasketed bell 45° bendlocation marker5'stonegradefinished45°GRAVITY SEWER LATERALFOR MAIN WITH COVER 15 FT OR LESSgasketed pipe and fittingsAll pipe and fittings shall be SDR 35/26 .-22- FEB 09SDR 21 % Slope Bend 119.0 - 236.0 45° & 11 1/4° 81.1 - 119.0 45° 53.1 - 81.0 22 1/2° & 11 1/4° 29.1 - 53.0 22 1/2° 17.0 - 29.0 11 1/4°NOTES: 1. All joints (pipe & fittings) shall be restrained. 2. Multiple bends shall be connected by a foster adapter.12"12"ductile iron fitting 236.1 - 308.0 45° & 22 1/2°MANHOLE CONNECTION FOR STEEP PIPE SLOPE(17% OR GREATER)-21- FEB 0924"No. 4 rebar (typical)class A concrete END VIEW12"typical areaexcavated Note: concrete to extend onefoot into undisturbedsoilSIDE VIEW12"typicalCONCRETE ANCHOR 24"-41- Gravity sewer lines having a 17% orgreater slope shall have concreteanchors spaced as follows:17% - 34% - 36 ft. center tocenter35% - 50% - 24 ft. center tocenter51% + - 16 ft. center tocenterFEB 09 SIGNTYPE "C"PROP. HYDRANTW/ SIGN TYPE "D"PROP. PAINTEDCURB (TYP)SECTION 18SECTION 15SNOWDEN BRIDGESECTION 15INST.# 190012762SNOWDEN BRIDGESECTION 15INST.# 190012762SECTION 15SECTION 17/18SECTI O N 1 5 SECTI O N 1 7 / 1 8 SECTI O N 1 5 SECTI O N 1 7 / 1 8 PROP. HYDRANTW/ SIGN TYPE "D"PROP. HYDRANTW/ SIGN TYPE "D"DEAD END STRIPING(SEE DETAIL)TURN AROUND STRIPING(SEE DETAIL)SIGN TYPE "D"PROP. HYDRANTW/ SIGN TYPE "D"PROP. HYDRANTW/ SIGN TYPE "D"SIGNTYPE "D"SIGN TYPE "A"SIGN TYPE "C"PROP. HYDRANTPROP. HYDRANTW/ SIGN TYPE "D"PROP. HYDRANTW/ SIGN TYPE "D"INTERLACE WAYJEWEL BOX DRIVECOMPASS COURTJEWEL BOX DRIVENORLAND KNOLL DRIVE(P.A.D.)NORLAND KNOLL DRIVENORLAND KNOLL DRIVEJEWEL BOX DRIVE SIGNTYPE "C"TYPE B CLASS I,YELLOW PAVEMENTMARKING, 12" WIDEAT 5' SPACING.TYPE B, CLASS IYELLOW PAVEMENTMARKING, 6" WIDTH,LENGTH AS SHOWN ONPLAN (SOLID)TYPE B CLASS I, YELLOW PAVEMENTMARKING, 12" WIDE AT 5' SPACING.TYPE B, CLASS I YELLOW PAVEMENTMARKING, 6" WIDTH, LENGTH ASSHOWN ON PLAN (SOLID)DEAD END STRIPINGDETAILTURN AROUND STRIPINGDETAIL151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WV1" = 60'53LIFE SAFETY PLANSTONEWALL MAGISTERIAL DISTRICTFREDERICK COUNTY, VIRGINIA03/14/2019KDP/TTC19-38532760BSNOWDEN BRIDGESECTION 17 AND 18*THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY