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Home My WebLink About03-21 Design Plan01COVER SHEETN/AGas: Shenandoah Gas Co.P.O. Box 2400Winchester, VA 22604(540) 869-1111Phone: VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Water/Sewer: Frederick WaterP.O. Box 1877Winchester, VA. 22604(540) 868-1061UTILITY NOTICE REQUIREDContractors shall notify all public utility operators who maintain underground utility linesin the area of proposed excavating or blasting at least two (2) working days, but not morethan ten (10) working days, prior to commencement of excavation or demolition. Namesand telephone numbers of the operators of underground utility lines appear below. Thesenumbers shall also be used to serve in an emergency condition.CALL "MISS UTILITY"VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURSPRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITYOPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OFPROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BYTHE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR ISRESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODEAND REGULATIONS.VICINITY MAPSCALE: 1" = 1000'OWNERU.S. HOME CORPORATION14280 PARK MEADOW DR.CHANTILLY, VA 20151703-449-6546DEVELOPERLENNAR14280 PARK MEADOW DRIVECHANTILLY, VA 20151703-449-6546Power: Rappahannock Electric Coop137 Kelly CourtFront Royal, VA 226301-800-552-3904SENSENY VILLAGERED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VAJULY 31, 2020RK/KS06-18083924LPlan RevisionsDateComment11/4/2020 Addressed VDOT Comments11/24/2020Addressed FC Planning Comments02/12/2021 Addressed FW and VDOT Comments151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSHEET OFDESIGNED BY:FILE NO.SCALE:DATE:LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PROUDLY SERVING VIRGINIA & WEST VIRGINIAOFFICES IN: WINCHESTER, VA & MARTINSBURG, WVSENSENY VILLAGEMASTER DEVELOPMENT PLANRED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VAAPPROVED BY THE COUNTY ADMINISTRATORAPPROVALSDATETHESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANYDEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATORPRIOR TO CONSTRUCTION.Sheet List TableSheet Number Sheet TitleRev. No Rev. DateCover SheetGeneral NotesOverview & Adjoining Property OwnersOverall Site Boundary Survey & Environmental FeaturesOverall Land Use Plan RP - Phase I & IIProffer StatementProffer Public Improvements ExhibitDetailsMASTER DEVELOPMENT PLANRev. No. DateAPPROVED BY THE DIRECTOR OF PLANNING AND DEVELOPMENTDATE2. Aerial, horizontal, and vertical control surveys wereDated:3. Aerial topographic mapping performed by:1. Boundary survey was performed by:performed by:(Year)Dated:GREENWAY ENGINEERING 01-05-05 / Updated 06-18-20202005GREENWAY ENGINEERINGVIRGINIA MAPPING INC.2005SURVEY AND TOPOGRAPHIC INFORMATIONis with the free consent and in accordance with the desires of the undersignedowners, properties and trustees if any.OWNERS CERTIFICATEDATEThe foregoing Subdivision of the land of MARK ANGELUSUS HOME CORPORATION USECODE* TRIP RATETRIP GENERATION DATAFIRE MARSHAL'S NOTEDWELLING UNITSGENERAL NOTES VDOT GENERAL NOTESPROJECT INFORMATIONVPD* TAKEN FROM ITE TRIP GENERATION 9TH EDITIONLEGEND02GENERAL NOTESSENSENY VILLAGERED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VAJULY 31, 2020RK/KS3924L06-1808Fire lane markings and signage:Any "No Parking" signs and yellow painted curb locations will be installedby field inspection at the direction of the Fire Marshal's Office.FREDERICK WATER PROJECT INFORMATIONWATER AND SANITARY SEWER USAGEPHASE 1: WATER DEMAND 39,690 GPD SANITARY SEWER DISCHARGE 39,690 GPDPHASE 2: WATER DEMAND 23,220 GPD SANITARY SEWER DISCHARGE 23,220 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 demand151 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, WVSP NUMBER: #XX-XXMASTER DEVELOPMENT PLANRev. No. DatePROPOSED 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/METER12INDICATES THE NUMBER OF TYP. PARKING SPACESPARKING INDICATORHANDICAP PARKINGPROPOSED BUILDING ENTRANCEVEHICLES PER DAY COUNT735.4126100PROPOSED FIRE HYDRANT/VALVE/METERLIGHT POLEEXISTING TREE LINEEXISTING EASEMENTPROPOSED EASEMENT EXISTING CENTERLINEEXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOURPROPOSED CONTOUR330400*SENSENY VILLAGE, REZONING #04-05 APPROVED SEPTEMBER 15, 2005*SENSENY VILLAGE, REZONING #13-06 REVISED 2006*SENSENY VILLAGE, ZONING CERTIFICATION FOR SENSENY VILLAGE GDP 12-03-2019REQUIRED LANDSCAPING NOTE:LANDSCAPING REQUIREMENTS SHALL BE PROVIDED IN CONFORMANCE WITH EITHER OR ACOMBINATION OF THE FOLLOWING OPTIONS:STREET TREE LANDSCAPING AND/OR ORNAMENTAL LANDSCAPING WHICH SHALL COMPLY WITH THEREQUIREMENTS OF SECTION 165-203.01 OF THE FREDERICK COUNTY ZONING ORDINANCE.NOTE: ROADS WITH VDOT PUBLIC RIGHT OF WAY TO BE BUILD FOR ACCEPTANCE INTO VDOTSECONDARY SYSTEMS OF HIGHWAYSPARCEL IDENTTIFICATION:TM 65-((A))-49B & TM 65-((A))-55PROJECT NAME:SENSENY VILLAGEOVERALL TOTAL PROJECT AREA:73.79 ACCURRENT ZONING:RPCURRENT USE:VACANT (UNIMPROVED)PROPOSED USE:SINGLE-FAMILY DETACHED CLUSTER & TOWNHOMESOPEN SPACE TABULATIONREQUIRED OPEN SPACE 30%22.137 ACENVIRONMENTAL FEATURES ALLOWEDWITHIN REQUIRED OPEN SPACE (50% MAX.)11.0685 ACOPEN SPACE WITHIN STEEPSLOPES1.45 ACPROPOSED MINIMUM OPEN SPACE22.137 ACOVERALL PROJECT GROSS DENSITYTOTAL PROJECT AREA UNIT TOTAL OVERALL PROJECT OVERALL DEVELOPMENT UNIT TOTALS(ACRES) GROSS DENSITY PER ACRE 107 Single Family Detached Cluster73.79 233 3.158126 Single Family Attached (Townhouses)MIN. REQUIREMENT FOR RP (SF DETACHED CLUSTER DWELLING):FRONT:25 FEETSIDE:8FEETREAR:20 FEETLOT WIDTH @ R/W:30 FEETLOT WIDTH @ SETBACK:60 FEETMINIMUM LOT AREA:8,000SF.MIN. REQUIREMENT FOR RP (SF ATTACHED TOWNHOUSE DWELLING)FRONT: FROM RIGHT OF WAYWith garage: 25, W/o garage: 15FEETFRONT: FROM OFF-STREET PARKING LOT15 FEETSIDE: FROM PERIMETER BOUNDARY10 FEETREAR: FROM PERIMETER BOUNDARY20FEETLOT AREA:1,500SF.PROJECT NOTESNOTE: PUBLIC WATER & SEWER SERVICE IS BEING PROVIDED AND IS AVAILABLE FROM FREDERICK WATER.PROFFERED ALLOWANCE285210230SINGLE FAMILY DETACHEDTOWNHOUSES1071269.525.811,018.64732.061750.701. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the client and municipal codes. This plan set isnot considered complete or appropriate for construction until ALL necessary agencies have given approval AND this plan set is signedand sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or construction prior to approvals andlicensed/professional sealing will be performed at the risk of the personnel authorizing work. GE shall be held harmless from and costs,time delay and/or material changes incurred on work started before this plan set receives approvals and seals.2. Methods and materials used in the construction of the improvements herein shall conform to current County Construction Standards andSpecifications and/or current VDOT Standards and Specifications.3. The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods, techniques,sequences or procedures nor for safety precautions and programs in connection with work shown on these plans. The Engineer is notresponsible for the contractor's schedules or failure to carry out the work. The Engineer is not responsible for acts of omissions of thecontractor, subcontractor, or their agents or employees, or any other person performing portions of the work.4. The Contractor, Owner or Developer shall be responsible for securing any third party inspection/testing service to insure constructioncompliance with these plans and specifications. It is Greenway Engineering's recommendation that a third party inspection/testingservice be employed to ensure that project is completed and materials installed meet the details and specifications in these plans.5. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify theexact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall be responsible for thedigging of all test holes that may be required, whether recommended or not by these plans, to determine the exact location and elevationof existing utilities. If any conflicts arising from this existing utility verification or if during the course of construction, any object of anunusual nature is encountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540)662-4185 and/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 if notnotified of any discrepancies between actual field conditions and the approved plan.6. The approval of these plans in no way relieve the developer, the contractor, or their agents of any legal responsibility which may berequired by the code of Virginia or any other ordinance enacted by the County nor does it guarantee the issuance of any required permitby the County, VDOT or any other Agency.7. An approved set of plans and all applicable permits must be available at the construction site at all times during construction. Arepresentative of the developer must be available at all times.8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the Responsible Land Disturber shall obtain a LandDisturbance Permit from the County Engineer's office. The Contractor, Developer or his agent shall be responsible for obtaining a VirginiaStormwater Management Program (VSMP) Permit and shall be responsible for the registration of the construction site as required by law.They shall also be responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval ofthese plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment ControlHandbook.9. The Developer or his agent shall be responsible for obtaining any required permits from the Virginia Department of Environmental Quality(DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as shown on these plans. They shall also beresponsible the identification and delineation of any wetlands that may be present on the construction site.10. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it isthe contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that public streets aremaintained in a clean, mud and dust free condition at all times.11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick Countyprior to any construction activities within existing State right-of-way.12. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction projectwithin or contiguous to the existing right-of-way.13. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic ControlDevices (MUTCD).14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be held with theDeveloper, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if andwhere guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches asdetermined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.15. All unsuitable material shall be removed from the construction limits of the site plan before placing embankment.16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary design only. Finalpavement design shall be based upon actual field tested CBR values. The Contractor or Developer shall be responsible for field testsper VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOT and/or theOwner/Developer, which ever applicable, prior to installation.17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter andconform to VDOT standard SB-1.18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to the CountyPublic Works Department prior to issuance of grading and/or site development permits.19. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information shouldalso be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines.20. The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans and advise themthat all grading shall conform to the approved plans, and further that the utility companies shall be responsible for horning these plansand the finished grades in the installation of their utility lines.21. All utilities to be located underground.22. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2)working days, but not more than ten (10) working days, prior to commencement of excavation or demolition.23. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should bedone prior to construction.24. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility and or lightinginformation shown hereon is as specified by others and is included for informational purposes only, as directed by the Owner, Developerand/or public agency requirements. Greenway Engineering has not performed the lighting and/or dry utility design and does not warrantand is not responsible for the degree and/or adequacy of illumination on this project or the adequacy of the dry utility to service the site.25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and specifications ofthe Frederick County Sanitation Authority.26. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon. Detaildesign of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upon developedstructural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignments base on provided shopdrawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changes caused by the structural design.Contractor may submit shop drawings to Greenway Engineering for review and approval at contractor's expense. Shop drawings will bereviewed for compliance with design plans. The Owner or Developer will be responsible for any redesign as a result of structural shopdrawing design.27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99,ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to FrederickCounty prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note.28. Refer to Geotechnical Engineer for methods, materials and details for construction of all earthwork activities.29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building permit.30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall beprovided at the construction site.31. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. Inthe event gravesites are discovered during construction, the owner and engineer must be notified immediately.32. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the sign and mayrequire a separate building permit..V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation(VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any otherapplicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications andRegulations, 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 for approvaland 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 the developer.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 VDOT priorto 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 by thisproject 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 that vicinityuntil 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 representative ofthe 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 all applicableVDOT 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 to VDOTdaily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given theopportunity 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 specifie otherwise.A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of thecontrol 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 with VDOTRoad and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation designand/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 borehole logsand report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundationdesigns shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered andcast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitablefoundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineerand approved by VDOT.Per Frederick County Zoning Code 165-402.09Per Frederick County Zoning Code 165-402.09OVERALL PROJECT TABULATIONDevelopmentPROPOSED TOTAL LOTSPRIVATEOPEN PUBLIC R/W DENSITYStandard USE (#) AREA. (AC.) AREA(AC.) RD. R/W (AC.) SPACE (AC.) AREA (AC.) DU/AC.PHASE IRPSF-Detached/Townhouses 58.01 29.038 0.688 21.163 7.1207 2.534PHASE IIRP TownhousesLOTS NOT BUILT WITHIN A CERTAIN PHASE THAT YEAR WILL BE CARRIED OVER TO THE NEXT PHASE THE FOLLOWING YEARLOTS PROPOSED147ACCUMULATE TOTALFREDERICK WATER CONSTRUCTION NOTES1. 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 2019N/A8623315.785.4503.15873.792.4154.44433.4823.1030.00009.02230.185 7.1207RECREATIONAL UNIT TABULATION:1 RECREATIONAL UNIT PER 30 TOWNHOUSE UNITS (PER FREDERICK COUNTY ZONING ORDINANCE 165-402.08)PHASE 1: 4030 = 1.33 REQUIRED 2 RECREATIONAL UNITS PROVIDEDPHASE 2: 8630 = 2.87 REQUIRED 3 RECREATIONAL UNITS PROVIDEDRECREATIONAL FACILITY FOR FOR PHASES I AND II SHALL BE EQUIVALENT TO OR EXCEED THE VALUE OF 4RECREATIONAL UNITS. THE LOCATION AND TYPE OF THE RECREATION FACILITIES SHALL BE APPROVED BYFREDERICK COUNTY DEPARTMENT OF PARKS & RECREATION. NNMMLLKKJJIIHHGGFFEEADDCCOOBCDEFGHIJKLMNOPQRSTUVWXYZAABB65-A-190WILMER R. &DONNA N. DAVISDB 757/923ZONED: RAUSE: AGRI65-A-186BRONALD F. &MELANIE J.WERDEBAUGHINSTR# 000006836ZONED: RAUSE: SFAM65-A-186JGLORIA C.CORBINDB 818/1831ZONED: RAUSE: SFAM65-A-72EFGINVESTMENTS,LLCDB 955/724ZONED: RAUSE: AGRIAREACOMMONAREACOMMONAREATHREETWOFOURAREACOMMONCOMMONAREASEVENSIXAREACOMMONFIVECOMMON AREACOMMONTRAFFIC CHOKERTRAFFIC CHOKERPHASE IPHASE IIPHASE IIPHASE IPHASE IPHASEPHASE IIITRAFFIC CHOKERGLENR I D G E D R R t . 8 6 5 TWINBROOK CIR. Rt. 867ROSSUM LN.SENSENY RD. Rt. 736Rt. 657TYE CT.PRIVATEPRIVATETHORNT ON DR. LEHI G H D R.LEHIGH DR.THORNTON DR.THORNTON DR.RIVANNA CT.PRIVATE STREETRIVANNA CT.PRIVATE STREETRIVANNA CT.PRIVATE STREETMEN A S H A CT. ROS S U M L N.ROYCE DR.LEHIGH DR.LEHIGH DR.LEHIGH D R .65-A-A9BRP ZONE49.7 +/- ACRES65-A-55RP ZONE24.09 +/- ACRESPPRTE. 37 R/W DEDICATION(2012 ALIGNMENT)PER PROFFER #C5RTE. 37 (2016 ALIGNMENT)PER GISIF DESIRED BY VDOTIF DESIRED BY VDOTIF DESIRED BY VDOTSTREETSTREETTYE CT.PRIVATE STREETRIVANNA CT.ONESEE ROW NARRATIVEADJACENT PROPERTY OWNERS INFORMATIONP.I.NOwnerDeed Book and Page orInstrument number Zone UseA65B-7-10Randy L. Ruble020016145RPResidenceB 65D-1-1Megan E. Baird150000046RP ResidenceC65D-2-4Jeffrey Feltner III200006768RPResidenceD65D-2-5123 Rentals LLC190007398RPResidenceE 65D-2-6 123 Rentals LLC190007398RP ResidenceF65D-2-7 Brad A. Braithwaite130005244RPResidenceG65D-2-8Mickey W. & Lisa A. Taylor170004164RPResidenceH 65D-2-9Jennings Investments LLC090000867RP ResidenceI65D-2-10AGlenmont Village Association614/802RPGreen SpaceK65D-3-4-53Jordan K. Wampler & Makayla A. PorterRPResidenceL65D-3-4-54RG McDonald Properties, LC000005484RPResidenceM 65D-3-4-59AGlenmont Village Association614/802RPGreen SpaceN65D-4-5-71Christopher W. Holthaus & Gabriela Martinez190003550RPResidenceO65D-5-6-76Richard & Dawn McKee RPResidenceP 65D-5-6-77 Aflatoon Kawsar170010200RP ResidenceQ65D-5-6-78 Dana R. & Theresa L. Stuit180007902RPResidenceR65D-5-6-79Michael & Ashley Stoupa110003846RPResidenceS 65D-5-6-80Tiffany Keith OliverRP ResidenceT65D-5-6-81Roger Jerry & Patricia J. Frase Trustee180010403RPResidenceU 65D-5-6-82Gwendolyn Splittstoesser160003130RPResidenceV 65D-5-6-83 Donald E Nesselrodt722/716RP ResidenceW65D-5-6-84Recordo T. & Crystal D. Ford060017049RPResidenceX 65D-5-6-85Kim V & Carolyn S Ross724/18RPResidenceY65D-5-6-86Sarah M Elliston & Patrick R Casey140010255RPResidenceZ65D-5-6-87Angela J. & Eric F. Fox130013263RPResidenceAA 65D-5-6-88 Daniel & Monica O'Hara030011096RPResidenceBB65D-5-6-89Gary Linden Adams & Juanita Spielman725/724RPResidenceCC65-A-50Maurice M. & Sherry L. Atkins582/756RPResidenceDD 65-A-54Randy L. & Mary F. Ruble030000577RPResidenceEE65-A-57Joshua A. Kaplan080003727RPResidenceFF65-A-56Basil Cline Estate105/636RPResidenceGG 65-A-60 Daniel P. & Jenifer Lafond040012117RP ResidenceHH65-A-62 Donald L. & Delores V. Roles878/1398RPResidenceII65-A-63Pat O. & Pamela H. Feltner080006063RPResidenceJJ 65-A-70Paul R. & Patricia E. Puffinburger404/335RP ResidenceKK65-A-66Vicky L. & Richard A. Feathers957/979RPResidenceLL65-A-65Donald R. Speakman120005105RPResidenceMM 65-A-71Cathy M. Malick, Et Al120009980RP ResidenceNN65-A-68A Lewis F. Franklin JR.682/791RPResidenceOO 65-B-6-38Maurice M. & Sherry L. Atkins582/756RPResidence65-A-72EFG Investments, LLC955/724RAUnimproved65-A-186BRonald F & Melanie J Werdebaugh000006836RAResidence65-A-186J Matthew Dane & Sarah Ann Wence150011940RAResidence65-A-190Wilmer R & Donna N Davis060024340RAUnimprovedTRAFFIC CALMING NARRATIVETHE DEVELOPER WILL CONSTRUCT ROSSUM LANE, LEHIGH DRIVE AND ROYCEDRIVE WITH TRAFFIC CHOKERS IN THE GENERAL LOCATION SHOWN ON THISPLAN IF APPROVED BY VDOT. THE FINAL LOCATION OF THE TRAFFIC CHOKERSWILL BE ON THE SUBDIVISION DESIGN PLANS FOR SENSENY VILLAGETREE SAVE CLEARING LIMITSTHE DEVELOPER WILL PROVIDE FOR THE PRESERVATION AND PROTECTION INACCORDANCE WITH SECTION 3.38 OF THE VIRGINIA EROSION AND SEDIMENTCONTROL HANDBOOK, 3RD EDITION. THE LIMITS OF THE CLEARING WILL BEDELINEATED IN ACCORDANCE WITH THE DIAGRAM SHOWN IN THIS PLAN ASPLATE 3-38.1 PRIOR TO DISTURBANCE ACTIVITIES WITHIN THE DEFINED AREAS.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, WVSP NUMBER: #XX-XXMASTER DEVELOPMENT PLAN03OVERVIEW & ADJOINING PROPERTY OWNERS1" = 200'SENSENY VILLAGERED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VAJULY 31, 2020RK/KS06-18083924L110005086050025674180001678J 65D-1-3-37AGlenmont Village Association583/137RPGreen SpaceRev. No. DatePP65A-7-7-8AFrederick County Sanitation Authority493/123UtilityRIGHT-OF-WAY (ROW) NARRATIVETHE DEVELOPER IS NEGOTIATING WITH THE OFFSITE LANDOWNER (65-A-50)FOR THE ACQUISITION OF ROW TO PROVIDE A CONCENTRIC ROW ASREQUESTED BY VDOT. IF THE ROW CAN NOT BE ACQUIRED THEN VDOT WILLBE NOTIFIED AND A NEW COURSE OF ACTION WILL BE DETERMINED. RIPARIAN BUFFERSRIPARIAN BUFFERSRTE. 37RESERVATION AREASTREAMSTREAMSTREAMEXISTING WETLAND "A"TO BE REMOVED (0.3 ACRES)EXISTING STEEPSLOPES TO REMAINEXISTING STEEPSLOPES TO REMAINEXISTING STEEPSLOPES TO BEDISTURBEDEXISTING STEEPSLOPES TO BEDISTURBEDEXISTING STEEPSLOPES TO REMAINEXISTING STEEPSLOPES TO REMAINEXISTINGSTEEPSLOPESTO BEDISTURBEDEXISTING STEEPSLOPES TO REMAINEXISTINGSTEEPSLOPESTO REMAINEXISTING STEEPSLOPES TO REMAINEXISTING STEEPSLOPES TO BEDISTURBEDEXISTINGSTEEPSLOPESTO REMAINEXISTING STEEPSLOPES TO REMAINRIPARIANBUFFERSSTREAMRIPARIAN BUFFERSTWINBROOK CIRCLE EDGEWOOD DRIVEROS S U M L A N ESENSENY ROADRTE 657GLENRI D G E D R I V E 2016 GIS ALIGNMENT AREAVDOT RTE. 372016 GISALIGNMENTAREA VDOTRTE. 37ROAD EFFICIENCY BUFFERSEE SHEET 5 ROAD EFFICIENCYBUFFER NOTE & SHEET 8 DETAILRTE. 37 R/W DEDICATIONPER PROFFER #C5STEEP SLOPESLEGENDWETLANDS & INTERMITTENT STREAMSDISTURBED STEEP SLOPESDISTURBEDWETLANDS & INTERMITTENT STREAMS04OVERALL SITE BOUNDARY SURVEY & ENVIRONMENTAL FEATURES1" = 200'SENSENY VILLAGERED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VAJULY 31, 2020RK/KS06-18083924L151 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, WVSP NUMBER: #XX-XXMASTER DEVELOPMENT PLANTOTAL OVERALL ENVIRONMENTAL FEATURES TABULATIONEXISTING ACREAGE TOTAL PROPOSED DISTURBED ACREAGE TOTAL PROPOSEDPHASE I PHASE II EXISTING DISTURBED PHASE I PHASE II DISTURBED REMARKSACREAGEPERMITTED ACREAGEFEATURESBY THE COUNTYFLOODPLAINS000SEE NOTES0 0 0.0WETLAND 0.30 0 0.30SEE NOTES0.30 0 0.30As Permitted By Army Corps of EngineersNATURAL STORM WATER00010%00 0DETENTION AREASTEEP SLOPE0.61 1.15 1.7625% or 0.44 AC0.1473 0.2902 0.4375Rev. No. DateSINKHOLE00000 0LAKES & PONDS00000 0NOTES:ARMY CORPS OF ENGINEERS, FEMA, AND VDEQ PERMITS ARE REQUIRED FOR WETLANDS, STREAMS, FLOODPLAINS, AND/OR POND DISTURBANCES.ANY DISTURBANCE TO EXISTING WETLANDS SHALL REQUIRE ALL NECESSARY PERMITS FROM THE ENVIRONMENTAL PROTECTION AGENCY, THECORP OF ENGINEERS, AND THE STATE WATER CONTROL BOARD.AREA IN0.060%0%0.01.4480.00.00.0OPEN SPACE (AC)Only Upon Issuance of Permit RIPARIAN BUFFERSSTREAMSTREAMSTREAMEXISTING WETLAND "A"TO BE REMOVED (0.3 ACRES)RIPARIANBUFFERSSTREAMRIPARIAN BUFFERSNNMMLLKKJJIIHHGGFFEEADDCCOOBCDEFGHIJKLMNOPQRSTVWXYZAABB65-A-190WILMER R. & DONNA N. DAVISINSTR# 060024340ZONED: RAUSE: AGRI65-A-186BRONALD F. & MELANIE J.WERDEBAUGHINSTR# 000006836ZONED: RAUSE: SINGLE FAMILY65-A-186JMATTHEW DANE & SARAH ANNWENCEINSTR# 150011940ZONED: RAUSE: SINGLE FAMILY65-A-72EFG INVESTMENTS, LLCDB 955/724ZONED: RAUSE: AGRIS S FM FM FM FM FM FMFMS SSSS S S SSFMFMFMFMS SSSFMWW W WWWWWWWWWWW W W WWWWWWWW W WSSSS50' BRL50' BRL50' BRL50' BRL50' BRL50' BRL50' BRLTOWN-TOWNHOUSESTOWNHOUSESSINGLE FAMILYSINGLESINGLE FAMILYSINGLE FAMILYPROPOSED SPANNED ARCHSINGLE FAMILYSINGLE FAMILYPHASE ITREE SAVECLEARING LIMITSTREE SAVECLEARINGLIMITSTREE SAVECLEARINGLIMITSTREE SAVECLEARING LIMITSTREE SAVECLEARING LIMITSTWINBROOK CIRCLE OAKMONT CIRCLEEDGEWOOD DRIVEROSS U M L A N ESENSENY ROADRTE 657GLENRIDGE DRIVE MASON STREETTRAFFICR/WR/WR/WR/WR/WR/W R/W PS50' NO DISTURB ESMT.PER PROFFER #B310' NO DISTURB ESMT.PER PROFFER #B310' NO DISTURB ESMT.PER PROFFER #B310' NODISTURB ESMT.PER PROFFER #B310' NODISTURB ESMT.PER PROFFER #B3CALMING AREAPER PROFFER #C4OPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACEOPEN SPACER/WTEMPORARYCUL-DE-SACINTERPARCEL CONNECTIONPER PROFFER #B1PROPERTY LINE FOR FUTURERIGHT OF WAY CONTINUED TO REC.REC.REC.PHASE IIREC.50'50'50'50'50'50' 50'50'LEHIGH DR.LEHIGHLEHIGH DR.ROYCE DR.THORNTON DR.THORNTON D R .LEHIGH DR.LEHIGH DR.MENASHA CT.RIVANNA CT.PRIVATE STREETPHASE IIPHASE I50' NODISTURBESMT. PERPROFFER#B3RTE. 37 R/WDEDICATION PERPROFFER #C52016 GISALIGNMENTAREA VDOTRTE. 372016 GISALIGNMENTAREA VDOTRTE. 37PHASE LINEPHASE LINEPHASE IPHASETREE SAVECLEARING LIMITSSWMPHASE I20' ESMT. DEDICATEDTO PARKS & REC.FOR FUTURE TRAILPUMP STATIONIIFAMILYSINGLEFAMILYSINGLEFAMILYSINGLEFAMILYSINGLEFAMILYSINGLEFAMILYSINGLEFAMILYSINGLEFAMILYSINGLEFAMILYTOWN-HOUSESTOWN-HOUSESTOWN-HOUSESOPEN SPACEHOUSESSINGLEFAMILYPRIVATE STREETRIVANNA CT.TOWN-HOUSESPRIVATE STREETRIVANNA CT.ROSSUMLN.PRIVATESTREETTYE CT.PRIVATESTREETTYE CT.DR.POTENTIAL TRAFFICCALMING AREAPER PROFFER #C4PROPOSED SPANNED ARCHPOTENTIAL TRAFFICCALMING AREAPER PROFFER #C3BURNING KNOLLS IPUMPING STATIONTO BE ABANDONEDGRAVITY TO SENSENYVILLAGE PS8468466281801222423806628589122406090170528 5282583696 963624025836192ROAD EFFICIENCY BUFFERSEE ROAD EFFICIENCYBUFFER NOTE & SHEET 8 DETAILCONNECT PROPOSEDWATER SYSTEM TOEX. MASON STREET6" WATERLINECONNECT PROPOSEDWATER SYSTEM TOEX. GLENRIDGE DRIVE8" WATERLINEDEVELOPER SHALLMAKE EVERY EFFORTTO OBTAIN ADDITIONALROW FOR THE ROSSUMLANE EXTENSION.SEE NOTE 3.R/W50'W W W FMFMFMFMFMFMREC.UPHASE ICONNECTION.SEE NOTE 1.PHASE IIPHASE IROSS U M L A N E T.M. 65-A-16ANDERSON FARM, LLCINST. No. 050017870T.M. 6 5 - A - 3 5 C ROB E R T F . & LIND A M . A N D E R S O N DB. 5 4 0 P G . 7 4 8 T.M. 6 5 - A - 3 5 A PAT R I C I A L . S H A N E DB. 8 6 7 P G . 1 1 8 4 T.M. 6 5 B - 4 - A - 1 5 HER B E R T S . M I C H A E L T.M . 6 5 B - 4 - A - 1 4 ROB E R T R . & TAM M Y K . K E N N E D Y DB. 8 5 3 P G . 7 7 0 T.M. 6 5 B - 4 - A - 1 3 RO B E R T R . & TAM M Y K . K E N N E D Y DB. 9 0 9 P G . 6 3 8 T.M. 6 5 B - 4 - A - 1 2 VIR G I N I A M . M C G E E C/O V I R G I N I A P E T E R S DB. 3 6 6 P G . 3 1 6 T.M. 6 5 B - 4 - A - 1 1 WA N D A G . G I L M E R INS T . N o . 0 2 0 0 0 0 2 2 8 T.M. 6 5 B - 4 - A - 1 0 WA N D A G . G I L M E R INS T . N o . 0 2 0 0 0 0 2 2 8 T.M. 6 5 B - 4 - A - 9 ADA M T . & KIM B E R L Y K . J E N S E N INS T . N o . 0 3 0 0 2 8 4 5 5 T.M. 6 5 B - 4 - A - 8 CHR I S T I N A N . F R I Z Z E L L INS T . N o . 0 4 0 0 2 4 4 9 7 T.M. 6 5 B - 4 - A - 7 ROB E R T D . J R . & B E S S I E E. S E E DB. 4 4 5 P G . 8 8 T.M. 6 5 B - 4 - A - 6 TER E S A J . B O W E R S DB. 7 4 6 P G . 2 3 6 T.M. 6 5 B - 4 - A - 5 SC O T T A . & JUL I E M . H E R R M A N N INS T . N o . 0 2 0 0 0 6 9 3 4 T.M. 6 5 B - 4 - A - 4 MAL C O L M R . & MA R Y H . M C D O N A L D INS T . N o . 0 3 0 0 1 0 5 6 7 T.M. 6 5 B - 4 - A - 3 DAV I D L E E A D A M S T.M . 6 5 B - 4 - A - 2 RO L A N D F . & H E A T H E R L. H I L L DB. 9 4 8 P G . 1 0 5 7 T.M. 6 5 B - 4 - A - 1 RO B E R T S . J R . & M E L I S S A EM M O N S INS T . N o . 0 2 0 0 1 4 6 9 2 T.M. 6 5 B - 5 - 1 STE V E N & ROS S A N N A P E B L E R INST. N o . 0 3 0 0 2 7 5 6 0 T.M. 6 5 B - 5 - 2 KEN N E T H J . C A N T R E L L INST . N o . 0 5 0 0 0 0 9 0 3 T.M. 6 5 B - 5 - 3 MEL V I N H . & MAR Y E . K U M P DB. 3 9 3 P G . 2 3 3 T.M. 6 5 B - 5 - 4 CHA R L E S W . N I C K E L S O N DB. 4 8 5 P G . 3 5 5 T.M. 6 5 B - 5 - 5 ED W A R D L . & LEO N A S N Y D E R C/O R E B A R A N N E L L S T.M. 6 5 B - 5 - 6 ED W A R D L . & LEO N A S N Y D E R C/O R E B A R A N N E L L S T.M. 6 5 B - 5 - 7 ZAN E O . & E L A N O R E M . KER N S T.M. 6 5 B - 5 - 8 THE L M A M A S O N DB. 4 1 0 P G . 4 8 7 T.M. 6 5 B - 5 - 9 SHI R L E Y D . L A M B E R T DB. 6 4 7 P G . 1 4 7 T.M. 6 5 B - 5 - 1 0 SHI R L E Y D . L A M B E R T DB. 6 4 7 P G . 1 4 7 T.M. 65B-6-35DAVIS , BRYCE A.T.M. 65B-6-34HERNANDEZ, VICTOR SAMUELT.M. 65B-6-33VDS LLCT.M. 65B-6-32VDS LLCT.M. 65D-1-18LONAS, TIMOTHY W &CHRISTENT.M. 65D-1-19FB PROPERTY HOLDINGST.M. 65D-1-20JACKSON, QUEEN M.D.B. 600 PG. 100T.M. 65D-1-21WHITE, KEVIN S. &HARMAN, ERIKA L.6HARLESDITHT.M. 65D-1-3-22STROTHER, LEWIS W. SR.D.B 609 PG. 537W WFMFMFM FMFMFMFMFMFMFMPHASE ICONNECTION.SEE NOTE 1.PHASE IIPHASE ICHANNING DRIVESENSENY ROADRTE 657ROSSMANN BLVDRTE 1560RO S S U M L A N E PHASE IICONNECTION.SEE NOTE 2.FMFMFMDISTURBED STEEP SLOPESOPEN SPACELEGEND10' NO DISTURB PER PROFFER #B350' NO DISTURB PER PROFFER #B3STEEP SLOPESWETLANDS & INTERMITTENT STREAMSTREE SAVE CLEARING LIMITS151 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, WVSP NUMBER: #XX-XXMASTER DEVELOPMENT PLANOVERALL LAND USE PLAN RP - PHASE I & IISENSENY VILLAGERED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VARev. No. DateJULY 31, 2020RK/KS06-18083924L051" = 200'DISTURBEDWETLANDS & INTERMITTENT STREAMS TRAFFIC CALMING NARRATIVETHE DEVELOPER WILL CONSTRUCT ROSSUM LANE, LEHIGH DRIVE AND ROYCE DRIVE WITH TRAFFIC CHOKERS IN THEGENERAL LOCATION SHOWN ON THIS PLAN IF APPROVED BY VDOT. THE FINAL LOCATION OF THE TRAFFIC CHOKERSWILL BE ON THE SUBDIVISION DESIGN PLANS FOR SENSENY VILLAGE. SEE DETAIL SHEET 3.ROAD EFFICIENCY BUFFERTHE ROAD EFFICIENCY BUFFER WILL BE AN 80' REDUCED DISTANCE BUFFER. THE BUFFER WILL CONFORM TO THEREQUIREMENTS IN FREDERICK COUNTY CODE 165-203.02 B2.140 FEET OFPIPE & PLUG1-GVPH1PH2EX. 8" GRAVITYEX. SAN. MH1-GVWYEFMEX. FMNOTES1. PHASE 1: PROPOSED 6" FORCEMAIN WILL TIE TO EX SAN MANHOLE 'A'2. PHASE 2: PROPOSED 6" FORCEMAIN WILL BE EXTENDED TO TIE INTO CHANNING DRIVE'S EX 12" FORCEMAIN3. VDOT WILL REQUIRE DEVELOPER TO ACQUIRE ADDITIONAL ROW TO MEET 50' ROW WIDTH OR PROVIDE WRITTEN DIRECTIVE FROM THE CURRENT LANDOWNER THAT THE ROW IS NOT AVAILABLE FOR PURCHASE. 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, WVSP NUMBER: #XX-XXMASTER DEVELOPMENT PLANPROFFER STATEMENTSENSENY VILLAGERED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VA06N/AJULY 31, 2020RK/KS06-18083924LRev. No. Date 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, WVSP NUMBER: #XX-XXMASTER DEVELOPMENT PLANTYPICAL SECTION 2.00%CLWEST R/WP L2.00%EAST R/WPROP. PAVEMENT 26' WIDTH2' 2'30'6'1'EX. R/W 37'P L1/4":1'1.5'4'0.5'VARIESEX. 8" WMTO REMAININ PLACEPROP. 12"DIP WM48" MIN.PROP. GAS LINEWITH UTILITIESROSSUM LANE IMPROVEMENTS12'PROP. 6" 16'DIP FMS/WSENSENY VILLAGEPROFFER PUBLIC IMPROVEMENTS EXHIBITRED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VARev. No.Date071" = 50'JULY 31, 2020RK/KS06-18083924L6.25' 20' BRL8' BRL8' BRL 25' BRLCURB &GUTTER (TYP.)SIDEWALK(TYP.)D/W APRON(TYP.)LOT LINE(TYP.)RIGHT-OF-WAYCURB &GUTTER (TYP.)SIDEWALK(TYP.)D/W APRON(TYP.)LOT LINE(TYP.)10' BRL20' BRL25' BRL10' BRLRIGHT-OF-WAYPROPOSED TREES80'ROUTE 37 R/W DEDICATION40'INACTIVEBUFFER40'ACTIVEBUFFER10'10'10'10'10'151 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, WVSP NUMBER: #XX-XXMASTER DEVELOPMENT PLANDETAILSSENSENY VILLAGERED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VA08N/AJULY 31, 2020RK/KS06-18083924LRev. No. DateSource: Traffic Calming Guide for Neighborhood Streets (VDOT Manual)Rev: September 23, 2018UNDERDRAIN3:1 SLOPE (4)1'6"SR5'4'6"CG-6RPLIMITS OF SUBBASE1/4":1'POINT OFFINISHED GRADESUBBASESL4'5'6"1'6"3:1 SLOPE (4)AND CONSTRUCTION(All units are in feet unless otherwise noted.)LIMITS OF BITUMINOUS SURFACECONCRETEBITUMINOUSCENTERLINE OF RIGHT OF WAYTOWNHOUSE RESIDENTIAL SUBDIVISION (NO STREET PARKING)PRIVATE STREET WITH CURB AND GUTTER INTYPICAL SECTION FORCG-6STANDARD2'2'UNDER DRAIN3:1 SLOPE (6)M6"R/WSR5'4'6"SIDEWALKSTANDARDCG-6STANDARD1/4":1'RSSLPLPLCPLIMITS OF SUB-BASE1/4":1'POINT OFFINISHED GRADEMAX. GRADESUB-BASEMIN. C.L.LPSL4'5'R.O.W.SIDEWALK6"STANDARDM6"3:1 SLOPE (6)PROJECTED TRAFFICR/WMIN DESIGNAND CONSTRUCTIONMIN. SIGHT DISTANCE(All units are in feet unless otherwise noted.)LIMITS OF BITUMINOUS SURFACECONCRETEBITUMINOUSCENTERLINE OF RIGHT OF WAY13'13' 24'WITH CURB AND GUTTERRESIDENTIAL SUBDIVISION STREETS (SSAR)TYPICAL SECTION FOR PUBLIC280'155'9%200'2550'UP TO 2000WIDTHVOLUME (ADT)STOPSPEED (mph)RADIUSINTX.6"6"6"6"2'2'24'1'1'SIDEWALKSTANDARD1'1'SIDEWALKSTANDARD11.5'11.5' 27'280'155'9%200'2550'UP TO 2000STREET PARKINGNO PARKINGPARKING ON ONE SIDEM3.5'2'SINGLE FAMILYATTACHEDROAD EFFICIENCYCLUSTER LOTTOWNHOUSE LOTSBUFFER DETAIL