HomeMy WebLinkAbout18-20 Site Plan1COVER SHEET1" = 1000'SENSENY PLACESITE DEVELOPMENT PLANRED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VASP# 18-20UTILITY NOTICE REQUIREDContractors shall notify all public utility operators who maintain underground utility lines in thearea of proposed excavating or blasting at least two (2) working days, but not more than ten (10)working days, prior to commencement of excavation or demolition. Names and telephonenumbers of the operators of underground utility lines appear below. These numbers shall also beused to serve in an emergency condition.CALL "MISS UTILITY"VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURSPRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITYOPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OFPROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THEUTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR ISRESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODEAND REGULATIONS.VICINITY MAPSCALE: 1" = 1000'OWNERTRUSTEE'S OF ST. PAUL'S ONTHE HILL EPISCOPAL CHURCH1527 SENSENY ROADWINCHESTER, VA 22602(540) 667-8110DEVELOPERWESLEY HOUSING DEVELOPMENT CORPORATION5515 CHEROKEE AVENUE SUITE 200ALEXANDRIA, VA 22312(571) 308-2102SENSENY PLACERED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VA04/20/2020RLK/KASDWG# 19-03376387WPlan RevisionsRev No. Rev DateComment01 04-29-2020CITY OF WINCHESTER PUBLIC SERVICES COMMENTS02 05-12-2020CITY OF WINCHESTER PUBLIC SERVICE COMMENTS03 06-19-2020FREDERICK COUNTY PUBLIC WORKS COMMENTS04 07-13-2020FREDERICK COUNTY PUBLIC WORKS COMMENTS05 09-30-2020 VDOT & FREDERICK WATER COMMENTS06 10-26-2020VDOT COMMENTS07 11-12-2020FREDERICK WATER COMMENTS08 11-30-2020CITY OF WINCHESTER PUBLIC SERVICE COMMENTS09 12-03-2020VDOT COMMENTSDATEAPPROVALZONING ADMINISTRATOR* SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL151 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, WVGas: Washington GasP.O. Box 2400Winchester, VA 22604(540) 868-7923VerizonP.O. Box 17398Baltimore, MD 21297(301) 954-6282Water/Sewer: City of Winchester Public Utilities15 North Cameron StreetWinchester, VA. 22601(540) 667-1815Power: Rappahannock Electric Coop137 Kelly CourtFront Royal, VA 226301-800-552-3904Communications: Comcast Comunications195 Rainville RoadWinchester, VA 22602(540) 504-0942Sheet IndexSheet Number Sheet TitleRevisionNoRevisionDate1 Cover Sheet 2General Notes and Legend05 09-30-20203Project Information and Proffers 4Boundary and Existing Topo05 09-30-20205ALTA NSPS Land Title Survey (Painter-Lewis) 6 Demolition Plan 05 09-30-20207 E&S Phase I 05 09-30-20208 E&S Phases I & II For Entrance Road 05 09-30-20208A E&S Phase I & II Offiste Water & Sewer 05 09-30-20209 E&S Phase II 05 09-30-202010 E&S Narrative 03 06-19-202011 E&S Details 03 06-19-202012 E&S Details 03 06-19-202013 E&S Details 14 Site Plan 06 10-26-202015Road Improvememt Plan08 11-30-202016Grading Plan07 11-12-202017Utility Plan08 11-30-202017AUtility Plan - Offsite Water & Sewer08 11-30-202018 Site Distance -- --19Pavement Marking Plan05 09-30-202020Life Safety Plan-- --21BMP Map & VRRM Summary-- --22SWM Divides Map-- --23 SWM Details 24Sanitary Sewer Profiles08 11-30-202024ASanitary Sewer - Private Pump Station05 09-30-202025 Storm Sewer Profiles 05 09-30-202026 Storm Sewer Profiles 06 10-26-202027 Waterline Profiles 07 11-12-202028Storm Sewer Computations06 10-26-202028AStorm Sewer HY8 Computations05 09-30-202029Retaining Wall Profile05 09-30-202030 VDOT Details 09 12-03-202031 VDOT Details 09 12-03-202031A VDOT Details 05 09-30-202031B VDOT Details 01 10-26-202032 Site Details 03 06-19-202032A Site Details 05 09-30-202033Winchester City Details 34 Frederick Water Details 07 11-12-202034A Frederick Water Details 07 11-12-202035Landscape Plan07 11-12-202036Lighting Plan 37Auto-Turn Simulation 0509-30-2020Rev. No.Date0912-03-20200912-03-2020
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING54-A-1281527 Senseny Road4.971 Acres Per ALTA Survey (5.19 Acres per Frederick County GIS)5.30 AcresRP - Residential Performance District w/Proffers (RZ#02-18)ChurchChurch & Senior ResidentialMultifamily Residential Other - Church35'35' 35'50' 50'50' 15'175.7' 106.0'175.7' 106.0'332.4' 560.9'56.8' 80.8'60' (80' if Setbacks Increased per Code) Other - Church: 45'60' 45'10'5'5'10'10'10'Total Lot Area = 4.971 Acres = 222,156 SFTotal Units = 63 UnitsUnits/Acre = 12.67 < 20 Max93 Spaces = 1 per 3 Church Seats (84 Seats x 13 = 28), 0.8 per 1 Bedroom Units (43 Unitsx 0.8 = 35) & 1.5 per 2 Bedroom Units (20 Units x 1.5 = 30)94 Spaces (29 Church & 65 Residential) (See Parking Waiver Dated January 24, 2019 onSheet 3. The original concept was for 71 units and the proposed residential building hasbeen reduced to 63 units with parking adjusted accordingly.)4 Spaces per Table 1106.1 VCC8 Spaces (2 Church & 6 Residential)Required: 30%, 4.971 Acres x 0.30 = 1.49 Acres OR 64,961 SFProposed: 51.72%, 2.571 Acres or 111,993 SFRequired: 2.1 units at $32,500 = $68,250Proposed:Trail, Community Room, Fitness Room & 3 Pieces of Equip. = $184,882All lighting shall conform to section 165-201.07 of the Frederick County zoning ordinanceAll signs shall conform to 165-201.06 of the Frederick County zoning ordinance. Afreestanding monument sign, not to exceed 15-FT in height and 100 square feet (SF) insign area, is permitted. A separate sign permitted is required.1. Construction may not begin until plans are approved and a pre-construction meeting has been held.2. These plans are in conformance with Frederick County standards and ordinances, any deviation or change in theseplans shall be approved by the Zoning Administrator prior to construction.3. The Master Development Plan (MDP) requirement was waived by the Planning Director on December 11, 2019 as theapplicant has chosen to process a site plan in lieu of an MDP (§165-801.03(A)(5)).PROPOSED 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 CONTOURParcel Identification No.Street Address:Project Site Area:Disturbed Area:Current Zoning:Current Use:Proposed Use:Required Setbacks:Public Street or Highway ROWFront:Rear:Side:Provided Setbacks:Public Street or Highway ROWFront:Rear:Side:Maximum Building Height:Proposed Building Height:Parking Setback:Front:Rear:Side:Sign Setback:Front:Rear:Side:Density:Parking Required:Parking Provided:ADA Parking Required:ADA Parking Provided:Open Space Calculations:Recreation Facilities:Outdoor Lighting:Signs:PROJECT INFORMATIONLEGENDNOTESFIRE MARSHAL'S NOTEGENERAL PLAN AND CONSTRUCTION NOTESVDOT GENERAL NOTESFire lane markings and signage:Any "No Parking" signs and yellow painted curb locations will be installedby field inspection at the direction of the Fire Marshal's Office.V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department ofTransportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment ControlRegulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between theStandards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration(OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with thecurrent edition of VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted forapproval and land use permit issued prior to any execution of work within the VDOT right of way. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junctionboxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer tolocate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval ofthese plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemednecessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of thedeveloper. V6. If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by theengineer and/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOTprior to initiation of work. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undeterminedlength of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOTmaintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance withSection 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected bythis project shall be maintained through construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches coverand when possible shall be installed under roadway drainage facilities at conflict points.V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during thecourse of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in thatvicinity until an adequate design can be determined by the engineer and approved by VDOT.V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior toplacement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representativeof the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified andlabeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with allapplicable VDOT standards and procedures.V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance withthe lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications.Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise.V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT.V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans asstorm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size ofeach material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipeinstallations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes.Additional testing may be required as directed by the Area Land Use Engineer or their representative.V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum designstandards and is the responsibility of the developer.V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by thedeveloper in accordance with the Manual On Uniform Traffic Control Devices.V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start ofconstruction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the localVDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured.V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will bedetermined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications andVTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted toVDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified andgiven the opportunity to be present during the construction and testing of the density control strip.V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications.Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compactiontechnician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specifiedotherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction andtesting of the control strip.V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored belowthe bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings offoundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply withVDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, thefoundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT.V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT’sinstallation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.V24. Approval of these plans shall expire five (5) years from the date of the approval letter.V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposedfoundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of boreholelogs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box.Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock isencountered and cast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, orotherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall bedetermined by the engineer and approved by VDOT.V27. The contractor/developer and subcontractors will be required to submit detailed Maintenance of Traffic plans for the work tobe pursued throughout the life of the project for review and consideration of approval by the VDOT Engineer. Additional MOTplans may be required that combine or require revisions to the existing TTC's in the latest edition of the Virginia Work AreaProtection Manual. The VDOT Engineer shall be afforded at least 14 days to review MOT submittals for consideration ofapproval.GENERAL1. Greenway Engineering, Inc. (GE) has issued this plan set based on project criteria dictated by the client and municipal codes.This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval ANDthis plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/orconstruction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work.GE shall be held harmless from all costs, time delays and/or material changes incurred on any work that is preformed prior tothis plan set being approved and sealed.2. The approval of these plans in no way relieves the Developer, Contractor, Subcontractor, or any of their agents of any legalresponsibility which may be required by the code of Virginia or any County enacted local ordinance, nor does it guarantee theissuance of any required permits by the City, 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 City and CountyConstruction Standards and Specifications and/or current VDOT Standards and Specifications. Should a conflict betweendesign specifications and these plans occur the most stringent requirement shall apply.6. The Developer and/or Contractor shall be responsible for constructing the site in accordance with the approved plans andconstruction documents and the scope of work shall conform with grades, depths, dimensions, ect. shown hereon.7. All known cemetery and/or gravesite locations have been identified on these plans. Any cemetery or gravesite shown on theseplans shall be marked and protected in accordance with state law. The developer or contractor shall be responsible formarking, installing protecting and maintaining protection of any known sites during construction and in the event that anyunknown gravesites is discovered during construction, the Owner and Engineer must be notified immediately and adequateprotection from construction shall be installed immediately.PERMITS AND INSPECTIONS1. The Developer or his agent shall be responsible for obtaining all required permits from the appropriate State and/or localagencies and to comply with their requirements and all applicable National, State and Local laws and shall be responsible forobtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp ofEngineers for any plan wetland disturbance as may be shown on these plans. They shall also be responsible the identificationand delineation of any wetlands that may be present on the construction site.2. Prior to the initiation of any land disturbing activities the Responsible Land Disturber, Developer, or the Contractor shall obtaina Land Disturbance Permit from the Frederick County Public Works Department and shall be responsible for filing a VirginiaStormwater Management Program (VSMP) registration statement for the construction site as required by law . They shall alsobe responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of theseplans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment ControlHandbook.3. Upon completion of all construction activities and permanent site stabilization, the Developer shall submit to Frederick CountyPublic Works Department a DEQ Notice of Termination form, a copy of the sites construction inspection log book, an engineercertified red-lined as-built of the approved plans with computations for all permanent stormwater management facilities, waterquality, and stormwater conveyance systems, a recorded copy of the required BMP Maintenance Agreement (if needed) , anyVSMP Permit maintenance fees (if required), and a written request to Frederick County Planning for bond release. TheDeveloper shall also schedule a Final on site inspection with Frederick County Public Works Department.4. The Contractor, Owner or Developer must obtain a VDOT Land Use Permit (Entrance) from the Office of the Resident Engineer,Virginia Department of Transportation (VDOT) and provide to Frederick County prior to any construction activities within existingState right-of-way.5. The Contractor, Owner or Developer shall be responsible for scheduling all required State and local inspections and for thesecuring of any third party inspection/testing service to insure construction compliance with these plans and specifications andshall keep and maintain a site inspection log book. It is Greenway Engineering's recommendation that a third partyinspection/testing service be employed to ensure that project is compliant and that materials installed meet the details andspecifications in these plans.6. Any retaining wall 2 ft. or greater in height shall designed by a Structural Engineer require the issuance of a separate buildingpermit.7. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the signand may require a separate building permit.UTILITIES1. The location of existing utilities shown in these plans are taken from existing available records and may not be representative ofexact locations. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilitiesas needed prior to construction. The contractor shall be responsible for the digging of all test holes that may be required,whether recommended or not by these plans, to determine the exact location and elevation of existing utilities. If any conflictsarising from this existing utility verification or if during the course of construction, any object of an unusual nature isencountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible orliable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements ifnot notified of any discrepancies between actual field conditions and the approved plan.2. The developer will be responsible for the relocation of any existing utilities which may be required as a result of his project. Anyrequired relocation of existing utilities should be completed prior to construction.3. The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans andadvise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible forhonoring these plans and the finished grades in the installation of their utility lines.4. All proposed utilities to be located underground.5. The Developer and/or Contractor shall notify operators who maintain underground utility lines in the area of proposedexcavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement ofexcavation or demolition.6. The developer shall be responsible for notifying City of Winchester and all other appropriate utility companies prior toconstruction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerningpermits, cut sheets, and connections to existing lines.7. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards andspecifications of City of Winchester.8. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided tothe City of Winchester Public Works Department prior to issuance of grading and/or site development permits.9. The developer shall be responsible for any damage to the existing streets and/or utilities which may occur as a result ofconstruction within or contiguous to an existing right-of-way or utility.10. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon.Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upondeveloped structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignmentsbase on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changescaused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval atcontractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will beresponsible for any redesign as a result of structural shop drawing design.11. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility, structuralbase design, electrical design, photometrics and or other lighting information shown hereon is as specified by others and isincluded for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. GreenwayEngineering has not performed any lighting and/or dry utility design and does not warrant and is not responsible for the degreeand/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. Any changes to the lightingdesign, once the plan is approved, shall be approved by the County prior to installation.SITEWORK1. Refer to the Geotechnical Engineer Report for methods, materials and details for construction of all earthwork activities.2. All vegetation, root material, topsoil, and any other unsuitable material shall be removed from the construction limits of the sitebefore removal or placing of fill material. Earthwork clearing shall extend a minimum of 10' beyond all building and pavementlimits with an additional 1 foot of clearance for each foot of fill required.3. Controlled (Structural) fills shall be compacted to 95% of maximum dry density as determined by method "A" per standardproctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable (Non-structural fills 85% to 90%). Structural fills shall extend aminimum of 5' beyond the limits of all foundation elements at bearing elevation. Density shall be certified by a registeredprofessional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report hasbeen prepared, it should supersede the requirements in this note. No visual pumping, no rocks larger than 6-inches. Materialsclassified as OL, OH, MH or PT are not suitable for use as structural fill. All fill should be placed on stable subgrades. Fill shouldnot be placed on surfaces that are muddy or frozen, or have not been approved by testing and/or proof-rolling. All fill materialcompacted by heavy compaction equipment should be placed in maximum 10-inch loose lifts. All fill material compacted byhand-operated tampers or light compaction equipment should be placed in maximum 4-inch loose lifts. Fill placed on slopingground should be properly benched into residual soils such that a smooth interface will not be present. Fill material placedbelow and extending 10 feet beyond the foundations for the structure should be compacted to at least 98% of maximum drydensity as determined by the Standard Proctor Test Method (ASTM-D698).4. All fills greater than 2 feet shall require compaction testing.5. All fills with slopes steeper than 3:1 or more than 10 feet in height shall require a Slope Stability Analysis.6. All fill embankments being constructed against slopes of existing embankments or hillsides; or across existing embankments,hillsides, and depressions at a skew angle of 30 degrees or more or slopes are steeper than 4:1 shall be benched in a series ofhorizontal cuts beginning at the intersection with original ground and continuing at each vertical intersection with the previouscut. Material removed during benching shall be placed and compacted as embankment material. For existing slopes steeperthan 4:1 but less than 1 12:1, the bench shall be a minimum of 6 feet wide. For existing slopes steeper than 1 12:1 but less than12:1, the bench shall be a minimum of 4 feet wide.7. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary designonly. Final pavement design shall be based upon actual CBR values. The Contractor or Developer shall be responsible for fieldtests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOTand/or the Owner/Developer, which ever applicable, prior to installation. GE shall be held harmless from all costs, time delaysand/or material changes incurred on any work that is preformed prior to final pavement design approval.8. Concrete for pads and/or sidewalks shall be a minimum Class A3 or 3000 psi (with air) and shall be placed in accordance toACI practices or as otherwise specified per structural design. All concrete areas requiring a separate permit shall be designedby a registered professional structural engineer.9. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering publicstreets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary toinsure that public streets are maintained in a clean, mud and dust free condition at all times.10. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform TrafficControl Devices (MUTCD).11. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be heldwith the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) todetermine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrailand paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Railand Paved Ditch Specifications.12. Any changes to the approved Landscape Plan shall be approved approved by the County prior to installation.13. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6"diameter and conform to VDOT standard SB-1.14. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacleshall be provided at the construction site.15. All excavations shall be benched according to OSHA regulations to permit safe entry.PERMANENT STORMWATER MANAGEMENT EMBANKMENTS1. Satisfactory fill materials for use in constructing permanent stormwater management facility embankments shall includematerials classified in ASTM D-2487 as GC, GM, SC, SM, CL, or MI groups. Soils must contain a minimum of 20% plus No. 200sieve and be "Well Graded" material, with no stones greater than 6 inches, mixed with the clay. A minimum of three samplesshall be classified.2. All fill areas shall be "Keyed In" and compacted in horizontal layers not to exceed a maximum loose lift of 8 inches thick. All fillshall be compacted with a sheepsfoot, rubber-tired or vibratory roller to a density of 100% of maximum dry density with amoisture content within +/- 2% of optimum per Standard Procter Test (ASTM D698) or the Modified Proctor Test (ASTM D1557)as director by the geotechnical engineer. Compaction test shall be performed at one test per 5,000 square feet on each layer.3. Principal spillway must be installed concurrently with fill placement and not excavated into the embankment. All fills besidepipes or structures shall be placed in horizontal layers not to exceed 4 inches in depth and shall be compacted by handtampers. Fill material shall completely fill all spaces under and beside pipes. Equipment should not be driven within 4 feet of anystructure part during backfilling operation and shall never be driven over until compacted fill has been placed to a depthspecified by the structural live load capacity of the structure or pipe.4. Embankments shall be constructed with a relatively impervious core and cutoff trench. Core material shall be classified as GC,SC, or CL. The cutoff trench shall be excavated in impervious material a minimum of depth and width of 4 feet with side slopesno steeper than 1:1 and located at or upstream of the embankment centerline. The impervious core shall extend up to the10-year water surface elevation (see engineering design). The surface of the embankment shall be covered with a minimum 6inches of clean topsoil and stabilized with grass.5. Stormwater management facility earthen embankments shall not be greater than 25' in height measured from the downstreamtoe of slope to the top of the embankment with embankment slopes no steeper than 2:1and a combined minimum upstream anddownstream slope of 5:1. The minimum top width of the embankment shall be 8' for embankments 14' or less in height and shallbe level.6. Any groundwater seepage encountered during cutoff trench construction shall be drained by means of a foundation drain to theoutside/ downstream toe of the embankment slope. Foundation drains shall be downstream and outside of the limits of thecutoff trench. The constructed foundation drain section shall be an excavated 2' x 2' trench backfilled with hand compacted #57stone wrapped in geotextile fabric.7. A geotechnical or construction inspector should be on site during embankment construction.8. All embankment construction, compaction testing, and construction inspections shall be the responsibility of the site contractor.CONSTRUCTION STAKE-OUT/ ASBUILTS1. All stake-out to be performed by GE. If the contractor does not utilize GE for stake-out then the contractor assumes all liabilityfor accuracy of construction.2. All cutsheet and grades are to be reviewed by Engineer of Record prior to issuance for construction.3. Asbuilts of the SWM system is required to verify conformance with the approved plans. Please contact GE when installation iscomplete.4. All stormwater collection, stormwater management and water quality features must be inspected by Engineer of Record duringconstruction. As-built certification, required to terminate VSMP permit and bond release with the County upon the completion ofthe project, must be completed by GE.TOPOGRAPHY1. Topography shown on this plan has been conducted per the VA Administrative code 18VAC10-20-382 and the minimumstandards and procedures set forth in chapter 4 (§ 54.1-400 et seq.) of Title 54.1 of the Code of Virginia. This plan shows thedesign assumptions utilizing these accuracy standards. Inverts and other elevations shown hereon must be field verified by thecontractor prior to construction. If a discrepancy is found, the contractor shall cease work in that area and immediately notifyGreenway Engineering. Greenway Engineering shall be held harmless for any discrepancies or conflicts if not notifiedimmediately.2. Contractor shall confirm all existing tie-in points of this project prior to the start of construction. GE shall be notified of anydiscrepancies between actual field conditions and the approved plan prior to the start of construction.USECLASS* TRIP RATETRIP GENERATION DATAUNITS/SEATS VPD* TAKEN FROM ITE TRIP GENERATION 9TH EDITION252Senior Adult Housing - Attached633.44/unit216.7560Church841.85/seat155.4Total = 372.1FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTES1. Proposed residential apartments and religious worship structure shall comply with the 2015 Virginia Uniform StatewideBuilding Code, 2015 Virginia Building Code (VBC); Section 305 Assembly Use Group, Sections 310, Residential UseGroup. Other code that applies is ICC A117.1-09 Accessible and Usable Buildings and Facilities and the Virginia EnergyCode 2015.2. Demolition permit is required. An asbestos permit is required. If asbestos is found, an asbestos abatement permit will berequired. Retaining walls require a permit and inspections.3. Proposed structure shall comply with height and area as specified in Table 506 with applicable increases. Building isprovided with a NFPA 13 sprinkler system as required. FDC located on the plans.4. Location of the structure from adjacent property lines shall comply with T601/602 of the Virginia Building Code.5. All required egress shall be handicap accessible. Handicap parking shall be provided per Section 1106.6 (Wheremultiple accessible entrances are provided; parking shall be dispersed). Signage shall comply with VBC 1106.8.6. Special inspection requirements of Chapter 17 of VBC shall apply to this type of structure (soils, concrete, steel, etc.)FREDERICK 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 2019FREDERICK WATER PROJECT INFORMATIONWATER AND SANITARY SEWER USAGEWATER DEMAND 19,732 GPDSANITARY SEWER DISCHARGE 19,732 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 demand
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
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1'EX3151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNOTES:1. PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIALSEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
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1'EX3DEMO EX.PVMNT (TYP)DEMO EX. UTILITYPOLE (TYP)DEMO EX. LIGHTPOLE (TYP)DEMO EX.LIGHT POLE(TYP)DEMOEX. GASDEMO EX. SAN SEWDEMO EX. STRUCTURAL STEELAND CONCRETE FOOTERS (TYP)DEMO EX. FIRE PITDEMO EX.PVMNT (TYP)DEMO EX. STORMCULVERT (TYP)DEMO EX. ELECT (TYP)DEMO EX. ELECT (TYP)DEMO EX.ELECT (TYP)DEMO EX. 1STORYBUILDINGCAP EX. GAS LINETO REMAIN IN PLACEDEMO EX.2-STORYBUILDINGDEMO EX.SAN SEWDEMO EX.SIGNS (TYP)DEMO EX.SIGN (TYP)DEMO EX. SIGN (TYP)RELOCATE EX.UTILITY POLERELOCATEEX. MAILBOXEX. SAN SEWMH TO REMAINDEMO EX.SIGNS (TYP)DEMO EX. GASMETER ANDHVAC UNITSDEMO EX. SAN SEWDEMO EX. STORMDEMO EX.STM SEWDEMO EX.STM SEWEX. WATERLINE TO REMAIN.(CONNECTS TO ADJACENTPROPERTIES)RELOCATE IFNECESSARYRELOCATE IFNECESSARY151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNOTES :1. DEMOLITION SCHEDULE SHALL BE SET BY THE CONTRACTOR. THIS SHEET IS TODELINEATE, AT MINIMUM, ITEMS REQUIRING REMOVAL FOR CONSTRUCTION.2. EXISTING UTILITIES TO BE RELOCATED AS NECESSARY FOR CONSTRUCTION OFPROPOSED SITE AND INFRASTRUCTURE.LEGENDSTORM SEWER AND SANITARY SEWER PIPE DEMOLITIONPAVEMENT AND BUILDING DEMOLITIONGAS AND ELECTRIC DEMOLITION
EX1EX2EX4EXJEXLEXKEXK1EXK2EX3TO CFS #3DA=0.50 ACC=0.60 (SEENOTE 5)TO CFS #4DA=0.14 ACC=0.60 (SEENOTE 5)TO CFS #5DA=0.37 ACC=0.60 (SEENOTE 5)TO CFS #6DA=0.28 ACC=0.60 (SEENOTE 5)TO CFS #7DA=0.14 ACC=0.60 (SEENOTE 5)TO SBDA=5.12 ACC=0.56TO CFS #8DA=0.34 ACC=0.60TO CFS #2DA=0.17 ACC=0.60TO CFS #1DA=0.37 ACC=0.6012" COMPOSTFILTER SOCKEX. WETLAND, STREAM ANDRIPARIAN BUFFER ARECRITICAL AREAS TO PROTECTEX. WETLAND, STREAM ANDRIPARIAN BUFFER ARECRITICAL AREAS TO PROTECTTO CFS #7ADA=0.09 ACC=0.60 (SEENOTE 5)8220GND7420INV7200INV1011128220GND8220GND8220GND9000INV"UPPER" DIVERSIONDITCH"LOWER" DIVERSIONDITCH674672671 680678 680678 678676675676694692690688686684682690690692692694694696686684688680682682684688TEMPORARY LININGNA GREEN DS150 ORAPPROVED EQUALTEMPORARY LININGNA GREEN C125BNOR APPROVED EQUALSEDIMENT BASINBAFFLEPROP. SANITARYSEWER.PROP. SANITARYSEWER.PROP. RETAININGWALLPROP. RETAININGWALL151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING603001530SCALE: 1" = 30'FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE ORFILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONEANOTHER WITH VARIANCE FROM FREDERICK COUNTY.3. ALL COMPOST FILTER SOCKS ARE 8" SIZE UNLESS NOTEDOTHERWISE. FILTER SOCKS SHALL BE PLACED ON LEVELCONTOUR AND ENDS PLACED UPSLOPE TO PREVENT RUNOFFFROM BYPASING.4. DRAINAGE DIVIDES (GRAY COLOR) FOR COMPOST FILTER SOCKS(CFS#3-#8) ARE INITIAL DIVIDES TO THE SOCKS DURING SITECLEARING OPERATIONS AND SIZING OF THE SOCKS ARE BASEDON THESE AREAS. AS THE RETAINING WALL IS INSTALLED ANDFILL OPERATIONS BEGIN THE DRAINAGE AREAS WILL BEREDUCED TO THE SOCKS AND MAJORITY OF THE DRAINAGEAREAS WILL BE DIVERTED TO THE SEDIMENT BASIN (DRAINAGEDIVIDE CYAN COLOR).EROSION/SEDIMENT CONTROL LEGENDNO. KEY SYMBOL DESCRIPTIONCE3.02LCGLIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESPERMANENT SEEDING3.32PSCRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BEKEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED,MULCHED AND TACKED IMMEDIATELY.TEMPORARY GRAVELCONSTRUCTION ENTRANCESFSILT FENCE3.05STORM DRAIN INLET PROTECTION3.07IPSMFSMART FENCECFSCOMPOST FILTER SOCKROCK CHECK DAMSCD3.20CIPCULVERT INLET PROTECTION3.08DDTEMPORARY DIVERSION DIKE3.09TSDTEMPORARY SLOPE DRAIN3.15OPOUTLET PROTECTION3.18DRAINAGE DIVIDE TOSEDIMENT BASINMATCH
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692690684690694696686688692696690692694696698690690692692694696690692694690688690688EX1EX2EX4EX2CN 71°45'25" W 253.81'EX3STA5' S/W105.98'88.8'113114125476934A21208A82223LIGHT PO(TYP)116TO 6DA=12.26 AC.C=0.40TO 4ADA=1.39 AC.C=0.35TO 5DA=0.40 AC.C=0.33TO 2DA=0.11 AC.C=0.85TO 9DA=0.11 AC.C=0.53TO EX. 2DA=1.68 AC.C=0.37TO EX. 2CDA=1.41 AC.C=0.73TO 21DA=6.81 AC.C=0.44TO 8ADA=0.03 AC.C=0.86TO 8DA=0.02 AC.C=0.88TO 3DA=0.18 AC.C=0.69TO 4DA=0.05 AC.C=0.30TO 23DA=0.64 AC.C=0.58TO 116DA=0.06 AC.C=0.90TO EX. 2BDA=15.31 AC.C=0.38EX1EX2EX4EX2CEX3TO CFS #2DA=0.17 ACC=0.6012" COMPOSTFILTER SOCKTO CFS #1DA=0.37 ACC=0.60151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGFOR PHASE I & II EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE ORFILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONEANOTHER WITH VARIANCE FROM FREDERICK COUNTY.603001530SCALE: 1" = 30'603001530SCALE: 1" = 30'EROSION & SEDIMENT CONTROL PHASE I VIEWEROSION & SEDIMENT CONTROL PHASE II VIEWMATCH LINE SHEET 7MATCH LINE SHEET 9EROSION/SEDIMENT CONTROL LEGENDNO. KEY SYMBOL DESCRIPTIONCE3.02LCGLIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESPERMANENT SEEDING3.32PSCRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BEKEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED,MULCHED AND TACKED IMMEDIATELY.TEMPORARY GRAVELCONSTRUCTION ENTRANCESFSILT FENCE3.05STORM DRAIN INLET PROTECTION3.07IPSMFSMART FENCECFSCOMPOST FILTER SOCKROCK CHECK DAMSCD3.20CIPCULVERT INLET PROTECTION3.08DDTEMPORARY DIVERSION DIKE3.09TSDTEMPORARY SLOPE DRAIN3.15OPOUTLET PROTECTION3.18MATCH LINE SHEET 8AMATCH LINE SHEET 8A
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69269669669669669669069269469669869869069269469669069269490690688EX4N 71°45'25" W 253.81'EX3FUTURE5' S/W74.02'39.01'105.98'88.8'1113114542066FUTURE CHURADDITIONFFE:696.50'34A21202223LIGHT POLE(TYP)SCREENING FENCSEE SHEET ##.116COMPOST FILTERSOCK DIVERSIONTO 6DA=12.26 AC.C=0.40TO 4ADA=1.39 AC.C=0.35TO 5DA=0.40 AC.C=0.33TO 9DA=0.11 AC.C=0.53TO 21DA=6.81 AC.C=0.44TO 3DA=0.18 AC.C=0.69TO 4DA=0.05 AC.C=0.30TO 23DA=0.64 AC.C=0.58TO 116DA=0.06 AC.C=0.90151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGFOR PHASE I & II EROSION AND SEDIMENT CONTROL ONLY !!NOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE ORFILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONEANOTHER WITH VARIANCE FROM FREDERICK COUNTY.603001530SCALE: 1" = 30'EROSION & SEDIMENT CONTROL PHASE I & II VIEWMATCH LINE SHEETS 7& 9EROSION/SEDIMENT CONTROL LEGENDNO. KEY SYMBOL DESCRIPTIONCE3.02LCGLIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESPERMANENT SEEDING3.32PSCRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BEKEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED,MULCHED AND TACKED IMMEDIATELY.TEMPORARY GRAVELCONSTRUCTION ENTRANCESFSILT FENCE3.05STORM DRAIN INLET PROTECTION3.07IPSMFSMART FENCECFSCOMPOST FILTER SOCKROCK CHECK DAMSCD3.20CIPCULVERT INLET PROTECTION3.08DDTEMPORARY DIVERSION DIKE3.09TSDTEMPORARY SLOPE DRAIN3.15OPOUTLET PROTECTION3.18
EX1EX2EX4EXJEXLEXKEXK1EXK2EX3STAIRS (5R)FUTURE PRAYER LABYRINTH5' S/W5' S/W
74.02'39.01'34.02'39.2'105.98'88.8'100101102102A103103A104104B106106A106B109F109D109C109A111111A112113114200201202203202A2042051254108105107110A104A101112109E206DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
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TO 6DA=12.26 AC.C=0.40TO 4ADA=1.39 AC.C=0.35TO 5DA=0.40 AC.C=0.33TO 2DA=0.11 AC.C=0.85TO 108DA=0.39 AC.C=0.70TO 103ADA=1.88 AC.C=0.54TO 101DA=0.13 AC.C=0.59TO 200DA=0.22 AC.C=0.75TO 103DA=0.11 ACC=0.79TO 102ADA=0.08 AC.C=0.75TO 201DA=0.22 AC.C=0.80EX. WETLAND, STREAM ANDRIPARIAN BUFFER ARECRITICAL AREAS TO PROTECTEX. WETLAND, STREAM ANDRIPARIAN BUFFER ARECRITICAL AREAS TO PROTECTSEDIMENT BASINBAFFLETO 206TO 111ATO 114TO 205TO 205& 111ATO 111ATO 202ATO 202ATO 106TO 106TO 104BTO106BTO109FTO 102DA=0.09 AC.C=0.76TO 115DA=0.51 AC.C=0.62TO 8ADA=0.03 AC.C=0.86TO 9DA=0.11 AC.C=0.53TO 3DA=0.18 AC.C=0.69TO 4DA=0.05 AC.C=0.30TO 21DA=6.81 AC.C=0.44TO 116DA=0.06 AC.C=0.90TO 8DA=0.02 AC.C=0.88151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNOTES:1. SLOPES 3:1 AND GREATER SHALL BE PROTECTED WITH SOILSTABILIZATION BLANKETS (EC-2).2. SUPER SILT FENCE AND ACF ENVIRONMENTAL SMART FENCE ORFILTREXX COMPOST FILTER SOCK MAY BE USED IN LIEU OF ONEANOTHER WITH VARIANCE FROM FREDERICK COUNTY.FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !!EROSION/SEDIMENT CONTROL LEGENDNO. KEY SYMBOL DESCRIPTIONCE3.02LCGLIMITS OF CLEARING & GRADINGDRAINAGE DIVIDESPERMANENT SEEDING3.32PSCRITICAL AREA - DISTURBANVCE IN CRITICAL AREAS TO BEKEPT TO A MINIMUM. ANY DISTURBED AREAS TO BE SEEDED,MULCHED AND TACKED IMMEDIATELY.TEMPORARY GRAVELCONSTRUCTION ENTRANCESFSILT FENCE3.05STORM DRAIN INLET PROTECTION3.07IPSMFSMART FENCECFSCOMPOST FILTER SOCKROCK CHECK DAMSCD3.20CIPCULVERT INLET PROTECTION3.08DDTEMPORARY DIVERSION DIKE3.09TSDTEMPORARY SLOPE DRAIN3.15OPOUTLET PROTECTION3.18MATCH
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151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGMINIMUM 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 necessary toprovide 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 be separatedevelopment projects. Instead, the development, as a whole, shall be considered to be asingle development project. Hydrologic parameters that reflect the ultimate developmentcondition 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 or man-madechannels shall satisfy the flow rate capacity and velocity requirements for natural orman-made channels if the practices are designed to (i) detain the water quality volumeand to release it over 48 hours; (ii) detain and release over a 24-hour period the expectedrainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flowrate resulting from the 1.5, 2, and 10-year, 24-hour storms to a level that is less than orequal to the peak flow rate from the site assuming it was in a good forested condition,achieved through multiplication of the forested peak flow rate by a reduction factor that isequal to the runoff volume from the site when it was in a good forested condition dividedby the runoff volume from the site in its proposed condition, and shall be exempt from anyflow rate capacity and velocity requirements for natural or man-made channels as definedin any regulations promulgated 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 9VAC25-870-66of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed tosatisfy the requirements of this subdivision 19.EROSION AND SEDIMENTCONTROL NARRATIVEDescription: The project proposes redevelopment of an existing church with a new church and senior housingapartment. This project will also include improvements to Senseny Road at the existing entrace of the site.The property is zoned RP and is located off of Senseny Road Route 657 in Frederick County, Virginia. A totalof 5.30 will be disturbed for construction.Date of construction: Construction will begin following plan approval and will take approximately twelve (12)months to complete.Existing site conditions: The site is currently used as a place for worship for the community and consists of theexisting church building, paved parking, some maintained grass areas and woods to the east. The site primarydrains east to west to an intermittent stream that follows the west property line and flows south to north. All ofthe site areas drain to the intermittent stream which is a unnamed tributary to Abrams Creek. Typical slopesrange between 2% and 40%.Adjacent areas: The site is bounded by Senseny Road Route 657 on the south. To the west is an existingschool which is zoned RP. Located to the north are existing apartments zoned RP. A vacant parcel zoned B1,townhouses and apartments zoned RP are located to the east.Offsite areas: We are proposing road improvements to Senseny Road and some grading on lot TM 54-A-127C(vacant parcel) for a roadside ditch for Senseny Road. Parcels TM 54E-7-27 & 54E-7-29 will also have somegrading and storm sewer adjustment for Senseny Road improvements.Soils: The existing soil conditions were obtained from the NRCS Soils Survey. Refer to the soils map this sheet.Critical areas: There is an intermittent steam and wetland located along the west property line. There is also aRiparian Buffer associated with the stream. These are the critical areas and extra care should be taken topreserve these areas and avoid release of sediment into the stream and wetlands. The stream and wetlandcan not be disturbed without an USACE permit.Erosion And Sediment Control Measures: Unless otherwise indicated, all vegetative and structural erosion andsediment control measures shall be constructed and maintained according to the minimum standards andspecifications of the Virginia Erosion and Sediment Control Handbook.Structural Measures:Phase I:Install Temporary Construction Entrance with Wash Rack (3.02) as shown on the plan to minimize sedimentcarried onto roadway.Install perimeter E&S trapping controls silt fence (3.05), compost filter sock (super silt fence/smart fence) asshown on the plans to intercept and detain sediment from disturbed areas during construction in order toprevent sediment from leaving the site. Super silt fence, and smart fence may be used in lieu of compost filtersock.Install inlet protection (3.07) and culvert inlet protection (3.08) shall be located at culvert and inlet entrances asshown to prevent sediment from entering, accumulating in and being transferred by the culvert prior topermanent stabilization of the disturbed area.Install proposed sanitary sewer line.Install the outfall for the proposed SWM dry pond and modify the outfall to function as a sediment basin (3.14)as shown on the E&S details. The majority of the cut for this site will be from the area of the SWM pond andthe SWM pond can function as a sediment basin during grading operations until the site is stabilized.Install temporary diversion dikes (3.09) and diversion (3.12) ditch as shown on the plans to divert runoff to thesediment basin. Immediately stabilize all berms and dikes.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.Phase II:Phase I controls shall remain into Phase II for the duration of the project to the extent practical and/or untildrainage area is stabilized.Install inlet protection (3.07) and culvert inlet protection (3.08) after proposed storm sewer structures areinstalled.Install rock check dams (3.20) as shown on the plans to reduce the velocity of concentrated stormwater flowsand to trap sediment generated from adjacent areas or the ditch itself.Outlet protection (3.18) shall be installed on all outlets as shown on the plan sheets.Fill slope surface shall be left in a roughened condition to reduce erosion, see Plate 3.29-4. Contractor shallredirect the concentrated flow away from the fill slope by installing diversion dike and divert the runoff tosediment 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.Vegetative Measures:Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after finalgrade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) daysto denuded areas that may not be at final grade but will remain dormant for longer than fourteen (14) days.Permanent soil stabilization shall be applied to all areas that are to be left dormant for more than one year.Topsoil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or temporaryvegetation immediately after grading.All earth berms, diversions and sediment trap embankments are to be machine-compacted, seeded andmulched (hay mulch or straw) for temporary and/or permanent vegetative cover immediately after constructionErosion control mats shall be installed over steep (3:1) cut and fills slope which have been brought to finalgrade and seeded to protect from rill and gully erosion.Management Strategies:Construction shall be sequenced such that grading operations will begin and end as quickly as possible.The site superintendent shall be responsible for the installation and maintenance of all erosion andsediment control measures. Maintenance of these measures throughout the project is critical to theeffectiveness of the program.After areas above controls have been stabilized, the controls shall be cleaned up and removed.Electric power, telephone, storm, sanitary, water & gas supply trenches are to be compacted, seeded andmulched within five (5) days after backfilling. No more than 500 feet are to be open at any one time.All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.Drainage swales shall be stabilized with check dams until vegetation has been well established, at whichtime the check dams shall be removed.Devices listed above are considered minimum erosion and sediment controls. Additional controlmeasures may be necessary due to contractor phasing or other unforeseen conditions. It is thecontractor's responsibility to provide additional measures to those shown, as needed, in order to controlerosion and contain sediment on site. All measures shall be installed according to the standards andspecifications in the Virginia Erosion and Sediment Control Handbook.Stormwater Management:Increased runoff from this development will be controlled by the Project's stormwater managementfacilities.Maintenance Program:All control measures shall be inspected daily by the site superintendent or his representative and within24 hours after any storm event greater than 0.5 inches of rain per 24-hour period. Any damagedstructural measures are to be repaired by the end of the day. Seeded areas shall be checked regularly toensure that a good stand of grass is maintained. All areas shall be fertilized and reseeded as neededuntil grass is established.Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of byspreading on site.Inlet protection shall be checked regularly for sediment build-up. If the gravel outlet is clogged bysediment, it shall be removed and cleaned or replaced immediately.The contractor is responsible for keeping existing public roads in a clean, dust and mud free, condition atall times.Erosion and sediment control program:Phase I1. Hold pre-construction meeting on site with inspector.2. Install construction entrance.3. Clearing and grubbing for sediment control devices only (Perimeter E&S controls, diversion dikes,and silt fence).4. Placement of sediment control devices.5. Obtain inspector's approval prior to installation of the proposed sanitary sewer main.6. Install gravity sewer line. Contractor to seed and stabilize areas disturbed within the riparian bufferimmediately.7. Install sediment basin and SWM outfall structure with modifications to function as a sediment basin.8. Install diversion dikes and diversion ditches.9. Clear and grub main area of site protected by installed E&S controls.10. Obtain inspector's approval prior to beginning grading operations.Phase II11. Begin earth moving activities and rough grade remainder of site. Install retaining wall with fillplacement (rough grading). Place fill to allow runoff to drain towards the sediment basin to filtersediment laden runoff by working in a south to north direction.12. Install storm drainage devices with sediment control measures (inlet protection).13. Final grading.14. Restoration and stabilization of disturbed areas.15. Contractor to provide 100% vegetation in any area disturbed within the riparian buffer.16. 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 add and/ormodify these erosion and sediment control measures during the construction process, withinreason, to ensure adequate protection to the public and the environment.Seeding schedule (soil stabilization):1. All permanent seeding shall be in accordance with section 3.31 & 3.32 of the VESCH.2. Spread topsoil at a minimum depth of four (4) inches.3. Incorporate pulverized agricultural limestone into the topsoil at a rate of 92 lbs. per 1,000 square 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 construction traffic.2. All haul roads and other heavy traffic routes shall be sprinkled with water until the surface is wet andrepeated as needed to control dust.VARIANCE REQUEST - SMARTFENCE & COMPOST FILTER SOCK:We are requesting the use of an alternative erosion and sediment control measures that is not listed inthe Virginia Erosion and Sediment Control Handbook.1. ACF Environmental - Smartfence: Smartfence is an perimeter erosion control device equivalent tosuper silt fence, see detail on sheet 11.2. Filtrexx - Compost Filter Sock: Compost filter sock is equivalent to super silt fence, see detail onsheet 11. This will allow for less disturbance since it can be installed on the surface and requires noexcavation.3. ACF Environmental - CRAFS: CRAFS is a corrugated retention and filtration system for sedimentcontrol at areas of concentrated runoff with 95% sediment trapping efficiency, see detail on sheet 11.
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSEDIMENT BASIN CONVERSION TO SWM BASIN NOTES:1. THE DETAIL ABOVE SHOWS THE PERMANENT RISER AND OUTFALL STRUCTURE IN COLOR GRAY AND TEMPORARY E&SMODIFICATIONS TO THE SEDIMENT BASIN ARE SHOWN IN BLACK.2. INSTALL PRINCIPAL RISER , OUTLET PIPE, AND DAM EMBANKMENT AS SHOWN ON SWM POND DETAIL SHEETS.3. E&S MEASURES TO REMAIN UNTIL UPSTREAM AREAS ARE PERMANENTLY STABILIZED.4. DURING E&S PHASE, WHILE IN USE AS A SEDIMENT BASIN, THE PRINCIPAL RISER SHALL BE MODIFIED AS SHOWN ABOVE.TEMPORARILY BLOCK WEIR AND ORIFICE OPENINGS AND INSTALL TEMPORARY DEWATERING ORIFICE AND DEWATERDEVICE.5. TO CONVERT FROM SEDIMENT BASIN TO SWM BASIN- DEWATER BASIN AS NECESSARY USING PUMPED WATER FILTER BAG.- REMOVE ALL ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE BASIN.- REGRADE BASIN BOTTOM TO MATCH PROPOSED GRADING SHOWN ON THE GRADING PLAN AND POND DETAIL SHEETS.- REMOVE TEMPORARY DEWATERING DEVICE AND GROUT DEWATERING ORIFICES CLOSED (UNLESS OPENING ISPROPOSED WITH SWM BASIN).- REMOVE TEMPORARY BLOCKING.- SEE SHEET 23 FOR SWM BASIN DETAILS.30" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)4'2.6'**THE 100 YEAR WATER SURFACE ELEVATION(WSE) ASSUMES ALL OPENINGS BELOW THETOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS AT THE TOP OF THE RISER.3:112' WIDEPROP. GRADE1 YR WS ELEV 677.60'10 YR WS ELEV 678.99'100 YR WS ELEV 680.01'**SWM BASIN PRINCIPAL RISERMODIFIED FOR SEDIMENT BASINNTSTOP OF RISERELEV =679.20TOP OF BERMELEV.=682.20TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL6.0" ORIFICEINV.=672.00INV.=674.802' CLAY LINER WITH 6"TOPSOIL CAPTERMINATE LINER@ 10 YR WSE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCYNORMAL POOL WS ELEV 675.00' INV.=675.0012" SCH 40 PVCWEIR ELEV = 677.802.0' W x 0.67' HVDOT EW-1 (SEE LOW FLOWORIFICE DETAIL, THIS SHEET)ELEV = 672.20BLOCK OPENINGTEMP. PERFORATED POLYETHYLENEDRAINAGE PIPE (6") DEWATERINGSYSTEM SEE DETAIL THIS SHEETINSTALL 4"DEWATERINGORIFICE = 676.50BLOCK OPENINGDRY STORAGE ELEV 679.20' (VOL=1,165.99 CU.YDS.)GRADE 671.0AT BOTTOMOF SBWET STORAGE ELEV 669.50' (VOL=430.04 CU.YDS.)100 YR WS ELEV 680.02'
N 32°06'42" E 918.87'S 26°58'44" E 339.07'S 35°50'07" W 685.31'EX1EX2EX4EXJEXLEXKEXK1EXK2N 71°45'
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74.02'39.01'34.02'39.2'12'5' S/W14'22.73'5' S/W105.98'56.75'332.38'88.8'
93.23'TRASHROOM100101102102A103103A104104B106106A106B109F109D109C109A111111A112113114200201202203202A2042051254108105107110A104A101112109E206DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
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711569TEMP.GRADING ESM'T5' S/W67.2'99.1'90.2'209.8'42.5'CG-2R=8'R=15'R=47'R=35'R=20'80.81'175.68'R=20'34A21208A8CG-6
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20.5'20.52'20.5'20.91'24'RETAINING WALL W/ HANDRAIL(STRUCTURAL DESIGN BY OTHERS)ACCESSIBLE SPACE TYP.SEE NOTE 6, MAX SLOPE2% ALL DIRECTIONSACCESSIBLE SPACE TYP.SEE NOTE 6, MAX SLOPE2% ALL DIRECTIONSCURB TRANSITIONCG-6R TO CG-6 (TYP)CG-12BCG-12B5' S/WFUTUREDUMPSTER PADFUTURE STORAGEPAD (10'x10')R=5'R=5'TEMPORARYGRADING ESM'TCONC. S/W(5'x5')CURB CUT(2' W)SCREENING FENCESEE SHEET 35.SCREENING FENCESEE SHEET 35.ROW DEDICATIONPROP. SAW TOOTHCURB (TO PROVIDEOVERLAND RELIEF), 5-OPENINGS, SEE DETAILSHEET 3112' TRAIL INGRESS/EGRESS ESM'T.CG-12BCG-12BPROP. 10' ASPHALT TRAILEX. SAN. ESMTTO BE VACATEDPRIVATE PUMPSTATION(SEE DETAILS)PUMP STATIONCONTROL PANEL(SEE DETAIL)STANDBYGENERATOR(SEE SHEET 24A)116CG-12B109CG-12B12'
20'FITNESSROOMCOMMUNITYROOMPROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)16,440 SFFUTURE BUILDINGADDITION CHURCH4,050 SF151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGACCESSIBLE ROUTE- MAX. RUNNING SLOPE 5%- MAX. CROSS SLOPE 2%KEYCHURCH & ACCOMPANYINGPARKING SPACESNOT IN VHDA CONTRACTMATCH
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UNIVERSAL DESIGN GENERAL NOTES:1. RESIDENTIAL BUILDING DEVELOPED WITH 43 ONE BEDROOM AND 20 TWO BEDROOM UNITS FOR A TOTAL OF 63 UNITS. 63 U.D. UNITS.U.D. UNIT PER U.D. REQUIREMENTS.2. ACCESSIBLE ROUTE MAX RUNNING SLOPE 5% AND MAX CROSS SLOPE 2%.3. ACCESSIBLE ROUTE DOES NOT TRAVEL BEHIND OR THROUGH PARKING SPACES.4. ALL HANDICAP (HC) SPACES SIZED FOR VAN ACCESS.5. ALL SIDEWALK 5' WIDTH UNLESS NOTED OTHERWISE. NO SIDEWALK LESS THAN 5' WIDTH.6. PROPOSED 94 PARKING SPACES WITH 8 ACCESSIBLE SPACES SHOWN. 65 PARKING SPACES ARE AVAILABLE FOR PROJECT WHICHINCLUDES 6, ALL VAN ACCESSIBLE, HANDICAP PARKING SPACES. THE REMAINING 29 SPACES (2 HC SPACES) ARE PROVIDED FORTHE CHURCH AND NOT IN VHDA CONTRACT.7. ALL CURB CUTS U.D. COMPLIANT.8. MAIL BOXES FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING.9. GARBAGE COLLECTION FOR RESIDENTIAL UNITS LOCATED INTERNAL TO THE BUILDING.10.HC SPACES TO BE PROVIDED WITH ACCESSIBLE ROUTES WITH U.D. COMPLIANT ACCESSIBLE RAMPS (8.33% MAX RUNNING SLOPE,2.00% MAX CROSS SLOPE).11.ONE SET OF EXTERIOR STAIRS IS NOT LOCATED WITHIN THE ACCESSIBLE ROUTES.NOTES12.CONTRACTOR RESPONSIBLE FOR MAINTAINING ACCESS TO THE EXISTING MAILBOXES ALONG SENSENY ROAD DURINGCONSTRUCTION AND RESETTING MAILBOXES IF IMPACTED BY ROAD IMPROVEMENTS.13.PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIAL SEPARATION BUFFER. THEPROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.14.A 10' WIDE TRAIL IS PROPOSED ACROSS THE PROPERTY FRONTAGE, A 545 SF FITNESS ROOM WITH 3 PIECES OF EQUIPMENT AND1,082 SF COMMUNITY ROOM ARE PROPOSED INTERNAL TO THE BUILDING TO QUALIFY FOR RECREATION FACILITIES. TO SATISFYRECREATIONAL REQUIREMENTS THE FITNESS ROOM AND COMMUNITY ROOM SHALL REMAIN RECREATION SPACES UNLESS ANAPPROVED ALTERNATIVE IS PROVIDED.
11'12'20'PAVEMENT DESIGN2" - SM-12.5A6.5" - BM-25.08" - 21B AGGREGATENOT TO SCALESENSENY ROAD- GS7 URBAN COLLECTOR SYSTEM(LEFT TURN TYP SECTION)-2.00%-2.00%12' THRU12' THRUBASESUBBASEOVERLAYEXISTINGTRAVELWAY6'6'12' LEFT TURNSHOULDER8'12:1PAVEMENT DESIGN1.5" - SM-12.5A4.5" - BM-25.06" - 21B AGGREGATENOTE:PAVEMENT DESIGN SHOWN IS PRELIMINARY, FINAL PAVEMENTDESIGN WILL BE BASED ON ACTUAL FIELD CBR TESTS.SITE ENTRANCE(TYP SECTION)2'UD-4UNDERDRAINCG-618'18'2'20'-2.00%-2.00%CG-6BASESUBBASENOT TO SCALE-2.00%-2.00%WP-2 (TYP)NOTE:PAVEMENT DESIGN SHOWN IS PRELIMINARY, FINALPAVEMENT DESIGN WILL BE BASED ON ACTUAL FIELDCBR TESTS AND EXISTING PAVEMENT CORE DATASUBMITTED FOR REVIEW AND APPROVED BY VDOTPRIOR TO CONSTRUCTION.SURFACESURFACE1'VARIES2'UD-4 UNDERDRAINCG-61'EX. ROW
EX. ROW30'30'14'PROP.ROW10' TRAIL-2.00%10'VARIESNOTE:THIS TYPICAL SECTION IS NOT FOR CONSTRUCTION. IT DEMONSTRATES THAT THEPROPOSED ROW TAKES INTO ACCOUNT THE FUTURE U4D ROAD AS ANTICIPATED BY VDOT.NOT TO SCALESENSENY ROAD- VDOT ANTICIPATED FUTURE U4DTYP. SECTION (NOT FOR CONSTRUCTION)-2.00%-2.00%UD-4 UNDERDRAINCG-610' TRAILINGRESS/EGRESSESM'T-2.00%VARIES-2.00%18'MEDIAN9'9'13' THRU12' THRU2'8'3'PROP.ROW44'18'MEDIAN9'44'3:1SLOPE5'-4.00%-2.00%12' THRUPAVEMENT DESIGN2" - SM-12.5A6.5" - BM-25.08" - 21B AGGREGATESENSENY ROAD - GS7 URBAN COLLECTOR SYSTEM(RIGHT TURN TYP SECTION)NOT TO SCALE-2.00%-2.00%12' THRUBASESUBBASEOVERLAYEXISTINGTRAVELWAY6'6'12' PAINTEDISLANDSHOULDER8'12:1-2.00%-2.00%WP-2 (TYP)2'UD-4 UNDERDRAINCG-612' RIGHT TURN1'SURFACEVARIESEX. ROW
EX. ROWPROP. ROW10' TRAIL-2.00%VARIES19'5'51'30'30'2'5'-2.00%-2.00%3:1 SLOPEINGRESS/EGRESSESM'T11'INGRESS/EGRESSESM'TEX1EX2EX4XCEX3STA5' S/113114125476934A21208A82223LIGHT PO(TYP)11610+0011+0010+0010+10.7810+75.3110+86.3911+0011+22.2011+86.4010+0011+0010+0011+0012+00PROP. ASPHALTPAVEMENT WIDENINGTYP. (SEE WP-2DETAIL SHEET 31)MEET &MATCH EX.PAVEMENTPROP. 1" SM-9.5AOVERLAY TYP0+001+002+0030'160' APPROACH TAPER75' MIN.60'PROP. EG200' TURN LANE TAPER100' LT. TURN LANE160' DEPARTURETAPER160' DEPARTURE TAPER100' TURN LANE TAPER100' RT. TURN LANEPROP. EPPROP. EGPROP. EGPROP. EGPROP. EPR=35'R=35'PROP. EGPROP. EGCG-6RCG-6R=50'R=60'40'PROP. 20'STORM ESM'T12'12'12'12'12'12'12'12'12'12'12'PROP. WP-2 TYP.PROP. WP-2 TYP.PROP. WP-2 TYP.8'PROP. GRAVELSHOULDER TYPPROP. GRAVELSHOULDER TYP8'12'PROP. EG5'PROP. GRAVELSHOULDER TYPPROP. GRAVELSHOULDER TYP8'8'8'TEMPORARYGRADING ESM'T.CURB TRANSITIONCG-6 TO CG6R (TYP)REGRADED DITCH LINETEMPORARYGRADING ESM'T.TEMPORARYGRADING ESM'T.60'60'PROP. CG-11157'44'PROP. ROW51'R=20'PROP.ROWCURB TRANSITION CG-6 TO CG6R (TYP)PROP.CG-12BPROP. 1' H. CURB OR RET. WALLPROP. 10'ASPHALT TRAILPROP. 10' ASPHALT TRAIL12' TRAIL INGRESS/EGRESS ESMTPROP. 20'STORM ESM'TPROP. 20' FREDERICKWATER ESM'T.12'20'PROP. 20'STORM ESM'TPROP. 20'STORM ESM'TEX1EX2EX4EXCEX3STA5' S/W113114125476934A21208A8222311610+0011+0010+0010+10.7810+75.3110+86.3911+0011+22.2011+86.4010+0011+0010+0011+0012+0096F8937EP8979PVT9382EP9486EP9615EP9644EP9585HP9552PVT9389PVC9491EP8929PVC8879PVC8875LP9583GND9596GND9595SW99587SW9387SW9384SW969597EP9595EP9590EP9590EP9605EP953095349583BP959405EPTW=690.00BW=689.508921EP8868EP8877EP8847EP8952EP9246EP9376EP9369EP9102EP8867EP9010EP%2.0%2.0%3.0X-SEC "2"X-SEC "8715INV8662GND8565INV3:12:12:13:13:112:1696694
6926906846906946966866886926966906926946966986906906928889PVT9557PVC9578PVT9415EP9574EP9592EP9587EP9570EP9536EP9344EP9191EP8926EP9067EP8955EP8911EP8987EP9585BP9626BP9583BP%2.0%2.0%2.09401EP9613SW9620SW9626SW9616SW9660SW9640SW9617SW9554SW9650BP9003SW8993SW8873SW9544SW9524SW9514SW9365LP9510GND6926946966906926949279BP9110LP9038EP8885SW8848SW8876SW8838SW8848SW8914SW8828SW8856SW8818SW8828SW%2.0%1.4%2.0964S9499EP9565EP969632SW%1.096S969637SW963S69068869012:12:16888730INV8920INV8921BP8913BP8931BP8901BP%2.0%2.0%2.08913BP%2.0%2.0
8862EP8862EP8858EP9040TOP9390GND9030INV9370INV8784SW0+001+002+00TEMPORARYGRADING ESM'T.CURB TRANSITIONCG-6 TO CG6R (TYP)REGRADED DITCH LINETEMPORARYGRADING ESM'T.TEMPORARYGRADING ESM'T.CURB TRANSITION CG-6 TO CG6R (TYP)PROP. 1' H. CURB OR RET. WALL12' TRAIL INGRESS/EGRESS ESMTPROP. 20' FREDERICKWATER ESM'T.-0+50 0+00 0+50 1+00 1+50 2+00 2+50670675680685690695670675680685690695700-2.00%4.00%VC = 10.00VC = 10.00PROP.GRADE@ C/LCOMPACT FILL TO AMINIMUM 95% DRYDENSITY, PERAASHTO T-99EXISTINGGRADE @ C/LELEV. @PROPRD C/L0+41.00 = PVC 0+46.00 = PVI (ELEV = 688.69)0+51.00 = PVT0+61.00 = PVC0+66.00 = PVI (ELEV = 689.49)0+71.00 = PVT688.76688.79 688.89689.51689.29689.79CREST = 2+07.03ELEV = 695.85APPROX. LOC.EX. GAS X-ING0+00.00 = C/L SENSENY RD.689.610+29.00 = PVI (ELEV = 689.03)0+24.00 = PVI (ELEV = 689.13)6.11%2.08%1+38.00 = PVC1+58.00 = PVI (ELEV = 695.11)1+78.00 = PVTVC = 40.001.00%1+80.00 = PVC2+00.00 = PVI (ELEV = 695.98)2+20.00 = PVTVC = 40.00693.89694.91695.52695.57695.83695.78-2.00%SAG = 0+44.33ELEV = 688.75689.13 689.03 PROP. 30"STORM X-INGPROP. 12"WATERLINEX-INGAPPROX. LOC.EX. WATERLINEX-ING151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSITE / UTILITY VIEWGRADING VIEWENTRANCE ROAD PROFILE1" OVERLAYKEYMILL & OVERLAYPER WP-2 DETAILMATCH LINE SHEETS 14 & 17MATCH LINE SHEET 16NOTES:1. SENSENY ROAD PAVEMENT SECTION TOMATCH EXISTING PAVEMENT SECTION.REFERENCE GEOTECHNICALENGINEERING REPORT SENSENY PLACEAPARTMENTS BY ECS, PROJECTNUMBER 01:29733, DATE MARCH 18, 2020FOR EXISTING PAVEMENT CORES ALONGEXISTING SENSENY ROAD.2. THE NEAREST COMMERCIAL ENTRANCESARE SENSENY ROAD SCHOOL 157' TOTHE WEST AND TOT SPOT 715' TO THEEAST.3. THE NEAREST VDOT ROADS ARE ROUTE1265 CRESTLEIGH DR. 790' TO THE WESTAND ROUTE 1214 UNDERWOOD LANE 540'TO THE EAST.4. THE FUNCTIONAL CLASSIFICATION FORROUTE 657 SENSENY ROAD IS MAJORCOLLECTOR.5. LIMITS OF FULL DEPTH PAVEMENTWIDENING ALONG ROUTE 657 SHALL BEDETERMINED BY EXCAVATION IN THEPRESENCE OF A VDOT INSPECTOR ANDMATCHING CORE SAMPLES REQUIREDPER WP-2 DETAIL.
EX1EX2EX4EXJEXLEXKEXK1EXK2EX3STAIRS (5R)EX. SAN.ESMT TO BEVACATEDFUTURE PRAYER LABYRINTH5' S/W5' S/W 100101102102A103103A104104B106106A106B109F109D109C109A111111A112113114200201202203202A2042051254108105107110A104A101112109E206DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT P
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L
LUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAY
S
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE
IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRA
I
N
S TO WAT
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R
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NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATE
RWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
71156934A21208A82223EX. SAN. ESMTTO BE VACATED11610910+0011+0010+
0
0
10+10.78 10+75.3110+86.3911+00
11+22.20
11+86.40
10+00
11+00 12+0013+0014+0015+0016+0016+09.7810+00
11+00
19650FF9650FF9650FF9650FF9650FF9650FF9650FF9590EP9590EP9560EP9560EP
8937EP8979PVT9382EP9486EP9615EP9644EP9521EP9466EP9432EP9476EP9567EP9560EPTW=692.00BW=692.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-SEC "A"X-SEC "A"X-SEC "B"X-SEC "B"7420INVTW=690.00BW=689.50TW=695.09BW=688.00TW=694.60BW=687.08TW=694.60BW=685.50TW=694.60BW=685.43TW=694.60BW=684.11TW=694.60BW=681.75TW=694.88BW=678.86TW=693.79BW=679.76TW=693.00BW=678.38TW=693.14BW=685.43ACCESSIBLEROUTEACCESSIBLEROUTE8921EP8868EP8877EP8847EP8952EP9246EP9376EP9369EP9102EP8867EP9010EP%2.0%2.0%3.0%3.0%2.0%2.0%2.0%1.0%4.0%2.0%1.0%4.1%1.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%1.0%1.0%2.0%2.0%1.3%2.0%1.5
%1.5
%2.39
%2.39
%1.0 %1.0X-SEC "2"X-SEC "3"X-SEC "5"X-SEC "6"PROP. SAW TOOTHCURB (OVERLANDRELIEF), 5- OPENINGS,SEE DETAIL SHT. 31CURB TRANSITIONCG-6R TO CG-6 (TYP)CURB FLUSHWITH EPCURB FLUSHWITH EPCG-12BCG-12BCURBTRANSITION(TYP)CURBTRANSITION(TYP)CURB TRANSITIONCG-6R TO CG-6 (TYP)%2.0TEMPORARYGRADING ESM'T8715INV2NDRETAINING WALL W/HANDRAIL(STRUCTURAL DESIGN BY OTHERS)TEMPORARYGRADING ESM'T9000INV8565INV7200INV100YRWSE=680.0110YRWSE=679.01100YRWSE=691.4210YRWSE=691.148540INV9187GND9169GND9270GND9320GND9300GNDCURB CUT(2' W)X-SEC "6"X-SEC "5"3:13:13:13:13:12:12:13:13:112:13:19625BP9584EP9540EP9539EP9592EP9572BP9517EP9469SW9555SW%2.49532EP9470EP9254EP9206EP9195EP9205EP9489EP9546EP9549SW9529SW9571EP9522EP9598SW9598SW9553EP9608SW9625BP%2.0%2.09642GND9620GND%2.09629GND%2.09496EP9470SW9535SW9476SW9540SW9485SW%2.0
9661GND9610SW9610SW9650FF9640SW9640SW9650FF9620SW9601SW9611SW9627GND9637GND9628SW9630SW9640SW9610SW9620SW9610SW9615SW9615SW9606SW9616SW9579EP9631TOP9372FL/OLR9280EP9178EP9487LPCURB TRANSITIONCG-6R TO CG-6 (TYP)9367GND9603EP9588EP9238BP9544EP9300EP6966
9
4
692
690684690696696 696696696694
694 692692694696694696696686688692696694696696696696696696674673.6673.5672671 680678 686688
690
682684 680678 682.5686688690692694682684 686688690692694 688686690692694686688
690
684682.6682.5682680
692
690692694 696698698696698685685685678676675690676678680682684686688690696694 6969393GND9398FL/OLROVERLANDRELIEF 100YRWSE=694.176948889PVT9557PVC9578PVT9415EP9574EP9592EP9587EP9570EP9536EP9344EP9191EP8926EP9067EP8955EP8911EP8987EP9585BP9626BP9583BP%2.0%2.0%2.09401EP9613SW9620SW9626SW9616SW9660SW9640SW9617SW9554SW9650BP9003SW8993SW8873SW9544SW9524SW9514SW9603EP9549EP9530EP%2.0%4.09365LP9510GND692
694
696
690692
694
9279BP9110LP9038EP8885SW8848SW8876SW8838SW8848SW8914SW8828SW8856SW8818SW8828SW%2.0%1.4%2.09642SW9499EP9565EP9639SW9632SW%1.09625SW9641SW9637SW9635SW690
688
69
0
12:12:1688 8730INV8920INV8921BP8913BP8931BP8901BP%2.0%2.0%2.08913BP3:1%2.0%2.08862EP8862EP8858EP9040TOP9390GND9030INV9370INV8784SW%2.09662GND9642GND9652GND9632GND9643GND%2.0%2.0CONTRACTOR TOVERIFY COVEROVER EX. UTILITIESAND RELOCATE ASNECESSARY TOPROVIDED MIN.COVERTEMPORARYGRADING ESM'T9567SW9549SW9572SW9582SW9567GND9585GND9588GND9598GNDPROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)FFE: 696.50'FUTURE BUILDINGADDITION CHURCHFFE: 696.50'151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNOTES:1. ACCESSIBLE ROUTE SHOWN IN RED. MAX. RUNNING SLOPE 5% AND MAX. CROSS SLOPE 2%.2. HANDICAP PARKING AND ACCESS AREAS ARE SHOWN AT SLOPES EQUAL TO OR LESS THAN 1.5%.3. SPOT SHOTS ARE EDGE OF PAVEMENT UNLESS OTHERWISE MARKED.4. TW = PROPOSED GROUND GRADE AT THE TOP OF WALL, HIGH SIDE OF RETAINING WALL.5. BW = PROPOSED GROUND GRADE AT THE BOTTOM OF WALL, LOW SIDE OF RETAINING WALL.6. ALL DOOR THRESHOLDS ARE GRADED WITH 0' DROP FROM INTERIOR TO EXTERIOR.7. PROPERTY OWNER IS TO CONSERVE THE 50' MATURE WOODLAND FULL SCREEN FOR RESIDENTIALSEPARATION BUFFER. THE PROPERTY OWNER IS NOT ALLOWED TO CLEAR THIS VEGETATION.8. CONTRACTOR TO CLOSELY COORDINATE ALL FINAL GRADE FEATURES BEFORE INSTALLINGUNDERGROUND VAULTS AND UNDERGROUND PIPING.MATCH
L
I
N
E
S
H
E
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15 ACCESSIBLE ROUTE- MAX. RUNNING SLOPE 5%- MAX. CROSS SLOPE 2%KEYCHURCH & ACCOMPANYINGPARKING SPACESNOT IN VHDA CONTRACTNOT TO SCALEOVERLAND RELIEF WEIR FOR STORM STRUCTURE 103AD.A.CTcI100YRPEAK FLOWSTORM STR. 103A: 1.88AC 0.54 15MIN 5.83 5.92CFS(HYDROCAD 10.00-26 WAS USED TO PRODUCE WEIR COMPUTATIONS)2.0'SAW-TOOTH CURBOPENINGS (5)4.0'100YR WSE= 694.17FLOW LINEELEV.=693.72FLOW LINEELEV.=693.98CG-6
EX1EX2EX4EXJEXLEXKEXK1EXK2EX3STAIRS (5R)EX. SAN.ESMT TO BEVACATEDFUTURE PRAYER LABYRINTH5' S/W5' S/WTRASHROOM 100101102102A103103A104104B106106A106B109F109D109C109A111111A112113114200201202203202A2042051254108105107110A104A101112109E206DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS T
O
WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS T
O
WATERWAYSNYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPL
A
ST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE
DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDUCTILE IRON DO NOT POLLUT
E
DR
AINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS71156934A21208A82223LIGHT POLE(TYP)LIGHT POLE(TYP)LIGHT POLE(TYP)LIGHT POLE(TYP)EX. SAN. ESMTTO BE VACATED11610910+0011+0010+
0
0
10+10.78 10+75.3110+86.3911+00
11+22.20
11+86.40FITNESSROOMCOMMUNITYROOM10+00
11+00 12+0013+0014+0015+0016+0016+09.7810+00
11+00PROP. 8" SAN. SEW.PROP. SAN. MHPROP. 8"SAN. SEW.PROP.SAN. MH12'12'PROP. CITY 20'SAN. SEW.ESM'TPROP. CITY 20'SAN. SEW.ESM'TPROP. CITY 20'SAN. SEW.ESM'T10'6'4'PROP. CITY 20'SAN. SEW.ESM'TTEST PIT(TYP.)8" W/
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APROP. STM.SEW.PROP. STM.SEW.PROP.FDCPROP. 2" WATER METER& 6" FIRE METER VAULTPROP. FHPROP. FH8" FREDERICKWATER W/L-APROP. FHSEDIMENTFOREBAYMICROPOOLEXTENDEDDETENTIONPOND (SWM1)SWMACCESSBENCHSWM ACCESSBENCHSWM RISERPROP.SPRINKLERROOM8" W/L-A8" W/L-APROP. FW20' W/L ESMT1-45° BEND1-22.5° BEND1-6" G.V.1-8" G.V.8"X6" TEE8"X6"CROSSPROP. FH1-6" G.V.1-6" G.V.1-6" G.V.PROP. 6" DOM. WATER& FIRE SERVICEPROP. 2" WATER DOM.WATER SERVICEPROP. 6" CL 52 DIPRESTRAINED FIRESERVICE(SEE NOTE 6)PROP. 1"WATERMETERPROP. 1" DOMESTICWATER SERVICE1-22.5° BEND1-45° BEND W/FOSTER ADAPTEREXTEND & REPAIR/REPLACE EX STM. SEW.DS1DS2DS3DS4DS5DS6DS7DS8DS9DS10DS11DS12DS13DS14DS15DS16DS17DS18DS19DS20DS21DS26DS27DS28DS29DS30DS32DS31DS22DS23DS24DS25PROP. STM.SEW.PROP. 12' CL. I. RIP-RAPPROP. 20' CL. I.RIP-RAPPROP. CL. I.RIP-RAPARMOR 12' WIDESPILLWAY W/ CL. I.RIP-RAP4' AQUATICBENCH6' AQUATICBENCH10YR WSE = 678.99PROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)FUTURE BUILDINGADDITION CHURCH100YR WSE =680.01PROP. 3"x2" REDUCERPROP. 3" WATER DOM.WATER SERVICE8"X6" REDUCER45° BEND45° BEND2-45° BENDPROP.CLEANOUTS(TYP.)4" SAN. LAT. 2-45° BEND1-22.5°BEND1-45°BENDLAT.
8" SAN. 2" SAN. FORCE LAT.1-45° BEND2"X2" TEE1-22.5° BENDW/ FOSTERADAPTERPRIVATE PUMPSTATION(SEE DETAILS)PUMP STATIONCONTROL PANEL(SEE DETAIL)STANDBYGENERATOR12" W
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B 12" FREDERICKWATER W/L-D6" W/L - A5' DIAMETER MHPRIVATEFWPROP. CITY OFWINCHESTER W/LPROP. 8" SAN. SEW.DROP C/O1-45° BEND1-6" G.V.1-45° BEND1-45° BEND2-45° BEND W/FOSTER ADAPTERFIRE LINE BACKFLOW PREVENTER2" SEWER BALL VALVE.OWNERSHIP CHANGESFROM PRIVATE TO FWAT VALVEPROP.PUBLIC 2"FMPROP. 20' STMSEW ESM'TPROP. 20' STMSEW ESM'TPROP. 20' STM. ESM'T.12"x8" TEE2-12" GV1-8" GV8" FREDERICKWATER W/L-CRELOCATECITY W/L8"X8" TEE3-8" GVCONTRACTOR TO VERIFY COVEROVER EX. UTILITIES ANDRELOCATE AS NECESSARY TOPROVIDE MIN. COVER8"X6" REDUCER6" W/L-AWET TAP/ TEE THRUBALL VALVE BY FW1-8" G.V.18" SCH 80 SLEEVEWITH IN FW ESM'T.6" SCH 80 SLEEVEWITH IN FW ESM'TEND W/PROP.CAP & FLUSHINGASSEMBLY, SEENOTE 9PROP. 20' STM. ESM'T.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING603001530SCALE: 1" = 30'NOTES:1. ALL ROOF LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR35. ROOF LEADER CONNECTION TODOWNSPOUT SHALL BE PER ARCHITECT DETAIL.2. POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OFCONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESESERVICES. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BENOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.3. A 2" NEPTUNE T-10 WATER METER WITH 2" SERVICE LINE IS PROPOSED. INSTALL PER FREDERICK WATER DETAIL -9-,SEE SHEET 34, SIZING FOR THE WATER METER FOR THE RESIDENTIAL BUILDING BASED UPON A DOMESTIC WATERLOAD 658.4 WSFU, 152.5 GPM AND 3" SERVICE LINE ENTERING THE BUILDING.4. A 1" NEPTUNE T-10 WATER METER IS PROPOSED FOR THE CHURCH BASED UPON 51 WSFU, SEE DETAIL -8-, SHEET 34.5. = TEST PIT SYMBOL6. RECORDS FOR THE EXISTING WATER LINE ALONG SENSENY ROAD IS THOUGHT TO BE 12" PER AVAILABLE RECORDS,BUT THE CONTRACTOR NEEDS TO TEST PIT THE EXISTING WATER LINE TO CONFIRM THE SIZE AND PRIOR TOORDERING MATERIALS FOR CONNECTION.7. DEVELOPER RESPONSIBLE FOR OBTAINING OFFSITE TEMPORARY GRADING EASEMENTS AND OR ANY USACE NWP,PRIOR TO START OF CONSTRUCTION IN THOSE AREAS.8. CONTRACTOR TO CLOSELY COORDINATE ALL FINAL GRADE FEATURES BEFORE INSTALLING UNDERGROUND VAULTSAND UNDERGROUND PIPING. TOP OF VAULT TO BE FLUSH WITH FINAL GRADE.9. W/L STUB INTENDED TO BE 1 JOINT OF PIPE 20' BUT POTENTIAL CONFLICT WITH EXISTING GAS LINE. A MINIMUM 10'STUB MAY BE ALLOWED TO AVOID CONFLICT AS SHOWN. FW INSPECTOR TO DETERMINE END OF W/L STUB ANDFLUSHING ASSEMBLY LOCATION BASED UPON EXISTING FIELD CONDITIONS.10. BALL VALVE TO BE LOCATED ON PROPERTY LINE. FW OWNERSHIP ENDS AT BALL VALVE.MATCH
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NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST 11564A21202223EX. SAN. ESMTTO BE VACATED11610910+0011+0010+75.3110+86.3911+0011+22.2011+86.40FITNESSROOMCOMMUNITYROOM11+0012+0013+0014+0010+0011+0012+0013+0014+0015+0016+0017+0017+77.121-45°BENDCUT IN TEE 12"X16",LONG MJ SOLID SLEEVES,1-12" G.V., 2-16" G.V.'S,AND JOINT RESTRAINTSON EX W/L12"X8" TEE2-12" G.V.1-8" G.V.1-12" END CAPW/ PROP.FLUSHINGASSEMBLYTEST PIT(TYP.)WET TAP/TEE THRUBALL VALVE BY FWPROP.STORMESMTPROP.STORM ESMT12" FREDERICKWATER W/L - DPROP.8" WLPROP.12" W/LPROP. 2"SAN.FORCELAT.12" W/L - C8" W/L - ACONTRACTOR TO VERIFY COVEROVER EX. UTILITIES ANDRELOCATE AS NECESSARY TOPROVIDE MIN. COVERPROP. COUNTY12" W/L W/L-DEX. SAN FM. APPROX.LOCATION PERAVAILABLE RECORDS.PROP. AIRRELEASE VALVE1-45° BENDW/ FOSTERADAPTER1-22.5° BENDW/ FOSTERADAPTER2" SEWER BALL VALVE.OWNERSHIP CHANGESFROM PRIVATE TO FWAT VALVE8"X8" TEE3-8" GV151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING603001530SCALE: 1" = 30'MATCH LINESHEET 17NOTES:1. ALL ROOF LEADERS, UNLESS OTHERWISE REFERENCED, SHALL BE 6" PVC SDR35. ROOF LEADER CONNECTION TODOWNSPOUT SHALL BE PER ARCHITECT DETAIL.2. POWER, COMMUNICATIONS AND GAS UTILITIES ARE SHOWN HERE FOR REFERENCE PURPOSES IN COORDINATION OFCONSTRUCTION. DESIGN OF THESE SYSTEMS ARE BY THE RESPECTIVE UTILITY COMPANY PROVIDING THESESERVICES. IF ANY CONFLICTS BETWEEN THE CIVIL PLANS AND THE UTILITY COMPANY PLANS, THE ENGINEER MUST BENOTIFIED IMMEDIATELY TO DETERMINE THE BEST COURSE OF ACTION.3. A 2" NEPTUNE T-10 WATER METER WITH 2" SERVICE LINE IS PROPOSED. INSTALL PER FREDERICK WATER DETAIL -9-,SEE SHEET 34, SIZING FOR THE WATER METER FOR THE RESIDENTIAL BUILDING BASED UPON A DOMESTIC WATERLOAD 658.4 WSFU, 152.5 GPM AND 3" SERVICE LINE ENTERING THE BUILDING.4. A 1" NEPTUNE T-10 WATER METER IS PROPOSED FOR THE CHURCH BASED UPON 51 WSFU, SEE DETAIL -8-, SHEET 34.5. = TEST PIT SYMBOL6. RECORDS FOR THE EXISTING WATER LINE ALONG SENSENY ROAD IS THOUGHT TO BE 12" PER AVAILABLE RECORDS,BUT THE CONTRACTOR NEEDS TO TEST PIT THE EXISTING WATER LINE TO CONFIRM THE SIZE AND PRIOR TOORDERING MATERIALS FOR CONNECTION.7. DEVELOPER RESPONSIBLE FOR OBTAINING OFFSITE TEMPORARY GRADING EASEMENTS AND OR ANY USACE NWP,PRIOR TO START OF CONSTRUCTION IN THOSE AREAS.8. CONTRACTOR TO CLOSELY COORDINATE ALL FINAL GRADE FEATURES BEFORE INSTALLING UNDERGROUND VAULTSAND UNDERGROUND PIPING.MATCH LINE SHEET 15WATER MAIN CONNECTION NOTES:1. TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS2. INSTALL JOINT RESTRAINTS ON EXISTING WATER MAIN PER CURRENT FREDERICK WATER REQUIREMENTS PRIOR TOSHUT DOWN3. PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUT DOWN TIME4. HAVE SUFFICIENT RESOURCES ON-SITE TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTOR'SREQUIREMENTS5. PREPARE A WATER SHUT DOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHTTIME WORK, ETC. MAY BE REQUIRED.6. SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHALL, AND ALLAFFECTED CUSTOMERS AT LEAST (7) DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES.
STAIR5' S/WLIGHT POLE(TYP)OBJECTRD C/L STATION = 13+90LINE OF SIGHT STATION = 3+90.38OBJECTRD C/L STATION = 6+10LINE OF SIGHT STATION = 3+92.11390' INTERSECTIONSIGHT DISTANCE390' INTERSECTIONSIGHT DISTANCE14.5'390'390'4'4'4+005+007+008+009+0010+0011+0012+0013+0014+0015+0016+0018+01+002+003+003+92.110+001+002+003+006+000+001+002+003+003+90.42390'OBJECTRD C/L STATION = 13+78LINE OF SIGHT STATION = 3+90.42EYERD C/L STATION = 10+00LINE OF SIGHT STATION = 0EYERD C/L STATION = 9+88LINE OF SIGHT STATION = 0696694
6926906846906946966866886926966906926946966986690690692692694696690692694690688690 688Horizontal Scale: 1"=50Vertical Scale: 1"=54+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 0-50680685690695700℄ PRIVATE DRIVEPROPOSEDGRADE390' SIGHT LINE3.5' EYEHEIGHT3.5'OBJECTHEIGHTINTERSECTION SIGHT DISTANCE PROFILE LEFT TURN LANE (RIGHT)SCALEH: 1" = 50'V: 1"=5'Horizontal Scale: 1"=50Vertical Scale: 1"=5685690695700705℄ PRIVATE DRIVEPROPOSEDGRADE3.5'OBJECTHEIGHT3.5' EYEHEIGHTINTERSECTION SIGHT DISTANCE PROFILE LEFT TURN LANE (LEFT)SCALEH: 1" = 50' V: 1"=5'680685690695700685690695700705-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50390' SIGHT LINEHorizontal Scale: 1"=50Vertical Scale: 1"=5685690695700705℄ PRIVATE DRIVEPROPOSEDGRADE3.5'OBJECTHEIGHT3.5' EYEHEIGHTINTERSECTION SIGHT DISTANCE PROFILE RIGHT TURN LANE (LEFT)SCALEH: 1" = 50'V: 1"=5'685690695700705-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50390' SIGHT LINE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPLAN VIEW1" = 50'NOTES:1. INTERSECTION SIGHT DISTANCE DETERMINED FROM TABLE 2-5 FROMAPPENDIX F OF THE VDOT ROAD DESIGN MANUAL ISSUED JANUARY,2005, REVISED JULY, 2017 UTILIZING THE LEGAL SPEED OF 35 MPH.THE REQUIRED INTERSECTION SIGHT DISTANCE IS 390 FT.564.4606.442606.4
STANDBYGENERATORPUMP STATIONCONTROL PANEL(SEE DETAIL)CONTRACTOR TO FIELD VERIFY ASBUILTCONDITIONS OF INTERSECTION PRIOR TOSTART OF CONSTRUCTION, ENGINEERSHALL BE NOTIFIED IMMEDIATELY IF ANYCONFLICTS ARISER1-1HEHCCDDFIIHHRELOCATE EXISTING SIGNM1-V2AROAD WIDENINGROAD WIDENINGCCTYPE B PARKINGSPACE PAINTHC STRIPING PERDETAIL (TYP)HC STRIPINGPER DETAIL (TYP)CL151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPAVEMENT MARKING LEGENDLANE LINES (BROKEN) - WHITE, TYPE B, CLASS IMARKINGS, 4" WIDE x 10' LONG, SPACED 30'EDGE LANE LINES (SOLID) - YELLOW, TYPE B, CLASS IMARKINGS, 4" WIDE LENGTH AS SHOWN ON PLAN.(OPTIONAL)CHANNELIZING LANE LINES (SOLID) - WHITE, TYPE B,CLASS I MARKINGS, 4" WIDE, LENGTH AS SHOWN ONPLANEXTENDED LANE LINES (DOTTED) - COLOR ASSHOWN, TYPE B, CLASS I MARKINGS, 4" WIDE x 2'LONG, SPACED 6'. (OPTIONAL) 8" WIDTH TO BE USED FOR EMPHASIS ATROUNDABOUT. (OPTIONAL)STOP BAR (SOLID) - WHITE, TYPE B, CLASS IMARKINGS, 24" WIDECROSSWALK LINES - WHITE, TYPE B, CLASS IMARKINGS, 12" WIDE x 6' LONG, SPACED 18". SOLIDWHITE TRANSVERSE LINES PLACED PARALLEL TOONCOMING TRAFFIC.TYPE B, CLASS I WHITE PAVEMENT MARKING, 6"WIDE PARALLEL LINES SPACED 6 FEET APART.TYPE B, CLASS I PAINTED YELLOW DOUBLE LINEPAVEMENT MARKING, 4" WIDTH, SEPARATED BY A 7"SPACE, LENGTH AS SHOWN ON PLANTYPE B YELLOW PAVEMENT MARKING, 24" WIDTH,LENGTH AS SHOWN, SPACED 12' AT 45° ANGLE.TRIANGLE YIELD STRIPE (OPTIONAL)TYPE 3 BARRICADES - RETROREFLECTIVE RAILFACES WITH R11-2 "ROAD CLOSED" SIGN.TYPE B CLASS I WHITE PAVEMENT MARKING 24"WIDTH, LENGTH AS SHOWN, HASHES SPACED 12" ONCENTER AT 45° ANGLE.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED TURN LANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED TURN LANE ARROW.TYPE B, CLASS I WHITE PAVEMENT MARKING,ELONGATED LANE ARROW.ABCDEGFHIJKSIGNAGE AND PAVEMENT MARKING NOTES1. ALL PROPOSED SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERETO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS.2. ALL SIGNS SHALL BE CONSTRUCTED FROM ENCAPSULATED LENS SHEETING.3. PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE #1.4. FOR COLOR COMBINATIONS AND/OR LETTERING SIZE, REFER TO THE VIRGINIA SUPPLEMENT TO THE MUTCO.5. ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH PROPOSED PAVEMENT MARKINGS SHALL BE COMPLETELY ERADICATED.6. LIMITS SHOWN OF PROPOSED MARKINGS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO INSURE THAT PROPOSED PAVEMENT MARKINGS CONTINUE UNTIL EXISTING PAVEMENT MARKINGS CAN BE MATCHED.7. CURB SIGNS SHALL BE PLACED 2' FROM FACE OF CURB TO LEADING EDGE OF SIGN.8. SIGN MOUNTING HEIGHT SHALL BE A MINIMUM OF 7' PER THE MUTCD.9. PROPOSED POSTED SPEED LIMITS GREATER THAN 25 MPH REQUIRE AN ENGINEERING SPEED STUDY STAMPED BY A LICENSED PROFESSIONAL ENGINEER TO BE SUBMITTED TO VDOT FOR REVIEW AND APPROVAL PRIOR TO ERECTING SIGNS.10. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE REVIEWED IN THE FIELD WITH THE VDOT INSPECTOR 72 HOURS PRIOR TO INSTALLATION.11. THERMO-PLASTIC MARKINGS SHALL BE USED.PARKING LOT - MAIN DRIVE ISLENOT TO SCALETYPICAL PAVEMENT SECTION #16.0" 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.4.5" BM-25 BASE COURSENOTES:1. SENSENY ROAD PAVEMENT SECTION TO MATCH EXISTING PAVEMENT SECTION.REFERENCE GEOTECHNICAL ENGINEERING REPORT SENSENY PLACEAPARTMENTS BY ECS, PROJECT NUMBER 01:29733, DATE MARCH 18, 2020 FOREXISTING PAVEMENT CORES ALONG EXISTING SENSENY ROAD.L
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12+00PROP.FDCPROP. FHPROP. FHPROP. FHPROP.SPRINKLERROOMPROP. FHSIGNTYPE "C"SIGNTYPE "A"SIGNTYPE "C"SIGNTYPE "D"SIGNTYPE "D"SIGNTYPE "D"SIGN TYPE "C"SIGNTYPE "A"SIGNTYPE "D"MODIFIEDSIGNTYPE "D"MODIFIEDSIGNTYPE "D"SIGN TYPE "D"MODIFIEDSIGN TYPE "D"MODIFIEDSIGNTYPE "D"SIGNTYPE "C"SIGNTYPE "A"PROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)FFE:696.50'RETAINING WALLW/ HANDRAILLIFE SAFETY PLANSENSENY PLACERED BUD MAGISTERIAL DISTRICTFREDERICK COUNTY, VARev. No. Date---- ----1" = 40'2004/20/2020RLK/KAS19-09376387W*THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
EX1EX2EX4EXJEXLEXKEXK1EXK2EX3STAIRS (5R)FUTURE PRAYER LABYRINTH5' S/W5' S/W
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TCFLOWPATHEX1EX2EX4EXJEXLEXKEX2CEX2BEXK1EXK2EXK3EX31DA = 49.10 ACCN = 844DA = 1.68 ACCN = 776DA = 0.90 ACCN = 88STUDYPOINT #12DA = 1.39 ACCN = 863DA = 1.64 ACCN = 835DA = 1.85 ACCN = 82TCFLOWPATHTCFLOWPATHTC FLOWPATHEX1EX2EX4EX2CEX2BEX3STAIRS (5R)FUTURE PRAYER LABYRINTH5' S/W5' S/W
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(SEE DETAIL)STUDYPOINT #15DA = 2.06 ACCN = 861DA = 48.93 ACCN = 842DA = 1.48 ACCN = 816DA = 0.86 ACCN =89TCFLOWPATHTCFLOWPATHTCFLOWPATHTC FLOWPATH34DA = 0.98 ACCN = 80DA = 2.29 ACCN = 94EX1EX2EX4EX2CEX2BEX3STAIRS (5R)FUTURE PRAYER LABYRINTH5' S/W5' S/W74.02'39.01'34.02'39.2'105.98'88.8'80.81'STANDBYGENERATORPUMP STATIONCONTROL PANEL(SEE DETAIL)STUDYPOINT #1TCFLOWPATHTCFLOWPATHTCFLOWPATHTC FLOWPATH151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGSITE BOUNDARYDRAINAGE AREA LABELSDRAINAGE DIVIDESONSITE DRAINAGE AREASTREATED BY SWM DEVICESWM LEGEND1-6STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICES SUMMARYTHE WATER QUALITY REQUIREMENTS WILL BE MET BY THE PROPOSED DRY POND ANDPURCHASING OFFSITE NUTRIENT CREDITS. THE STORM WATER REQUIREMENTS(CHANNEL AND FLOOD PROTECTION) WERE MET BY THE PROPOSED DRY POND FORSTUDY POINT 1.OFFSITE DRAINAGE AREASTO SWM DEVICE(UNCONTROLLED)PRE-DEVELOPMENT SWMDRAINAGE DIVIDE MAP1" = 100'POST-DEVELOPMENT SWMDRAINAGE DIVIDE MAP1" = 100'OFFSITE SWM DRAINAGEDIVIDE MAP1" = 300'
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+0065566066567067568068569065566066567067568068569012.0'TOP OF BERMELEV.=682.2048' - 30" RCP ASTM C-361(RUBBER GASKETS W.T.JOINTS) @ 1.25%3:1
10+00=EW-1 (30")INV OUT = 674.2010+58= RISER STRUCTURE (4'x4')INV OUT = 674.80 (30")INV IN = 675.00 (12" REV. PIPE)10TOP=678.0311TOP=679.2030' CL. 1RIP-RAP3:112.0'POND ACCESSBENCH (4% MAX.)3:1MICRO POOLWSE=675.00(Tv=5,182 ft3)10+80.5=EW-1 (12")INV IN = 672.0012TOP=673.001YR WSE=677.6210YR WSE=679.01100YR WSE=680.01**EX. GRADEPROP. GRADEPHREATIC- LINE4:124.5'-12" SCH 40PVC REVERSEPIPE @ -12.2%4.0'CONTROLLED FILL -EMBANKMENT TO BECONSTRUCTED WITH CLAYCORE 1:1 SIDE SLOPESCONCRETECRADLE6656706756806856906957006656706756806856906957009+50 10+00 10+50 11+00 11+50 12+0012.0'FOREBAYWSE=684.10(Tv=2,698 ft3)3:13:1
AQUATICBENCH (TYP)FOREBAYSPILLWAYCLAY LINER (TYP)EXTEND TO ELEV685.0 AT FOREBAYPROP. GRADEEX. GRADEEX. 8" SAN. SEW. XING4' AQUATICBENCH4%POND ACCESSBENCH (4% MAX.)4%151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNOTES:1. PROPOSED DRY EXTENDED DETENTION POND LEVEL 1 DESIGNFOR STORMWATER QUANTITY AND QUALITY.2. REMAINING STORMWATER QUALITY CONTROL WILL BE PURCHASEOF OFFSITE STORMWATER CREDITS.3. THE 100 YEAR WATER SURFACE ELEVATION (WSE) ASSUMES ALLOPENINGS BELOW THE TOP OF THE RISER ARE CLOGGED ANDTHE STARTING WSE IS THE TOP OF THE RISER.4. ALL STORMWATER MANAGEMENT FACILITIES TO BE CERTIFIED BYA GEOTECHNICAL ENGINEER OR CONSTRUCTION INSPECTOR.5. EMBANKMENT CONTROLLED FILL (SOIL MATERIALS) TO BECERTIFIED BY A GEOTECHNICAL ENGINEER.6. REFER TO GENERAL NOTES - PERMANENT SWM EMBANKMENTNOTES ON SHEET 2.7. PHREATICLINE DOES NOT CROSS THE TOE OF THE EMBANKMENTTHEREFORE NO DRAINAGE SYSTEM IS REQUIRED.8. POND OUTFALL PIPE SHALL BE BEDDED WITH FINE GRAINEDSOILS. FINE GRAINED SOILS SHALL HAVE STONE 1" OR LESS INDIAMETER FOR A MINIMUM OF 2' AROUND PIPE IN AREAS OFBACKFILL.9. CLAY CORE 4' MINIMUM WIDTH STARTING AT THE 10YR WSE AND1:1 SIDE SLOPES. CLAY CORE ONLY NEED IN AREA DISTURBEDWITH INSTALLATION OF THE PROPOSED POND OUTFALL PIPE,SINCE THE POND EMBANKMENT IS LOCATED WITHIN ALL CUT30" RCP ASTM C-361(RUBBER GASKETSW.T. JOINTS)4'2.6'**THE 100 YEAR WATER SURFACE ELEVATION(WSE) ASSUMES ALL OPENINGS BELOW THETOP OF THE RISER ARE CLOGGED AND THESTARTING WSE IS AT THE TOP OF THE RISER.3:112' WIDEPROP. GRADE1 YR WS ELEV 677.62'10 YR WS ELEV 679.01'100 YR WS ELEV 680.01'**STORMWATER MANAGEMENT BASIN 2PRINCIPAL RISER SECTIONNTSTOP OF RISERELEV =679.20TOP OF BERMELEV.=682.20TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL6.0" ORIFICEINV.=672.00INV.=674.802' CLAY LINER WITH 6"TOPSOIL CAPTERMINATE LINER@ 10 YR WSE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCYNORMAL POOL WS ELEV 675.00' INV.=675.0012" SCH 40 PVCWEIR ELEV = 677.802.0' W x 0.67' HVDOT EW-1 (SEE LOW FLOWORIFICE DETAIL, THIS SHEET)ELEV = 672.20STORMWATER MANAGEMENT BASIN 2PRINCIPAL RISER PLAN VIEWNTS2.0' W x 0.67' HWEIRPLASTIC SOLUTIONS TRASH RACKOR APPROVED EQUALTOP TRASH RACK NOTSHOWN FOR CLARITY30" PIPE4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'14" STEEL PLATE BOLTED TO EW-1WITH 6.0" DIAMETER LOW FLOW ORIFICE(SEE LOW FLOW ORIFICE DETAIL THISSHEET)VDOT EW-1PLASTIC SOLUTIONS BMPTRASH RACK12" PIPE6" CONCRETE SLABFOR ORIFICE GRATE4'4'6.0" DIA.ORIFICE(LOWFLOW)6.0" DIA.ORIFICE(LOW FLOW)12" PIPE14" STEEL PLATEBOLTED TO EW-1VDOT EW-1VDOT EW-114" STEEL PLATEBOLTED TO EW-1LOW FLOW ORIFICE DETAILNTSPLASTIC SOLUTIONS BMPTRASH RACKCONC. APRON(SLAB)4'2.6'STORMWATER MANAGEMENT BASIN 2PRINCIPAL RISER FRONT VIEWNTSTOP OF RISERELEV =679.20TYP. TRASH RACK BYPLASTIC SOLUTION ORAPPROVED EQUAL4000 PSI CONCRETEPRECAST RCP BASE ANDRISER STRUCTURE (VDOT) -SWM-1 SQUARE INSIDE 4' x 4'CONCRETE FILLFOR BUOYANCY 12" REVERSEPIPE INV.=675.00WEIR ELEV = 677.802.0' W x 0.67' HELEV = 672.202.0'0.67'SIDE TRASH RACK NOTSHOWN FOR CLARITYNOTES:1. CONSTRUCTION TO COMPLY WITHRECOMMENDATIONS FROM GEOTECHNICALREPORT.CLAY LINER NOTES:1. A CLAY LINER SHOULD HAVE A MINIMUM THICKNESS OF 24 INCHES ANDSHOULD COMPLY WITH THE SPECIFICATIONS PROVIDED IN TABLE 3.07-3.2. A LAYER OF COMPACTED TOPSOIL (MINIMUM 6-12 INCHES THICK) SHOULD BEPLACED OVER THE LINER BEFORE SEEDING WITH AN APPROPRIATE SEEDMIXTURE (REFER TO VESCH, 1992 EDITION).3. A SYNTHETIC LINER WITH A MINIMUM THICKNESS OF 60 MIL. OR OTHER LINERTYPES MAY BE USED IF SUPPORTING DOCUMENTATION IS PROVIDEDVERIFYING THE LINER MATERIAL'S PERFORMANCE.4' WIDE AQUATICBENCH ( FOR SAFETYPURPOSES)3:1 SIDE SLOPE3:1 SIDE SLOPEAQUATIC BENCH DETAILNOT TO SCALEFOREBAYS &MICRO POOL18"2.5%12'FOREBAY SPILLWAYNOT TO SCALE0.9'2:1 2:1TOP OF BERM = 685.0016'ELEV = 684.10
SANITARY SEWEREX STR "J" - EX STR "L"660665670675680685690695700660665670675680685690695700EX. RIM = 694.13EX L12+69.00 = EX MH (REPLACE MH)EX INV OUT = 686.80EX INV IN = 687.1112+18.00 = MHINV OUT = 685.50INV IN = 685.7551' - 8"SDR 26@ 2.06%CRIM = 697.03ARIM = 677.60183' - 8"SDR 26 @ 3.01%35' - 8"SDR 26 @5.77%10+00.00 = MHINV OUT = 670.73INV IN = 670.98INV IN = 670.98EX. 50' - 8"CLAY @ 0.93%EX. RIM = 679.66EX JEX. RIM = 678.32EX K09+50.44 = EX MHEX INV OUT = 670.15EX INV IN = 670.27PROP.RETAININGWALLEX. GRADE@ PIPE C/LPROP. GRADE@ PIPE C/LPROP 24"STORM XINGPROP 12"STORM XING9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+009+003'MIN.PROP 6"W/L XING10+35.00 = INSIDE DROP MHINV OUT = 673.00INV IN = 680.00 (8")BRIM = 696.25SANITARY SEWERSTR "A" - EX STR "K2"655660665670675680655660665670675680ARIM = 677.60132' - 8"SDR 26 @0.66%10+00.00 = MHINV OUT = 670.73INV IN = 670.98INV IN = 670.98EX. GRADE@ PIPE C/LPROP. RIP-RAP9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+0013+50EX. RIM = 674.51EX K1EX. RIM = 676.15EX K213+00.66 = EX MHEX INV OUT = 672.82EX INV IN = 672.9311+32.14 = EX MH (REMOVE AND REPLACE MH)INV OUT = 671.85EX INV IN = 671.95EX. 168.5' - 8"CLAY @ 0.52%9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+006756806856906957006756806856906957004.0'MIN.2" CTS HDPE DR11SANITARYFORCE LATERAL13+63.01= CONNECT TO13+55.71= 45° BEND13+51.49= 45° BEND10+00.00= 2" x 2" TEEPROP 8"EX. GRADEPROP.GRADESANITARY SEWER FORCE LATERALGPROP PUMP STATION1.5'MIN.PROP. 12" W/L XINGAPPROX. LOC.EX. 2" W/L XINGCONNECT TO EX SAN SEWERPROP 15" STORM XINGEX 8" GAS XING (APPROX.)1.5'MIN.1.5'MIN.WET TAP/ TEETHRU BALLVALVE BYFREDERICKWATERTEST PITTEST PITCONTRACTOR TOVERIFY EXISTINGUTILITY DEPTHS &TIE-IN LOCATIONSW/L XING9+50 10+00 10+50 11+00 11+5066567067568068569069570070566567067568068569069570070557' - 8" SDR35/26 @0.51%10+00.00= TIE TO PROP PUMP STATIONINV OUT=685.25INV IN=685.25INV OUT=685.70INV IN=689.36RIM=696.00PROP 18" STORM XING10+60.30= CLEANOUT(DROP)10+69.62= 45° BEND10+73.12= 45° BEND10+84.12= TIE TO BLDG SANINV OUT=689.6010+81.12= CLEANOUTSTA10+57.36ELEV685.71CROWN686.043' - 8" SDR@ 5.45%24' - 8"SDR 35/26@ 1.00%10+57.36= WYEINV OUT=685.54INV IN=685.54INV IN=685.71FFE=696.50'BLDG FACE1.5'MIN.EX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/LPROP 6"STORMXING1.5'MIN.9+50 10+00 10+50 11+00 11+50 12+00 12+50665670675680685690695700705665670675680685690695700705194' - 4" SDR 35/26@ 2.00%10+00.00= WYEINV OUT=685.54INV IN=685.71INV IN=685.5410+07.74 = 45° BEND10+21.71= CLEANOUT10+71.71= CLEANOUT11+19.69= CLEANOUT11+85.40= CLEANOUT11+94.23= TIE TO BLDG SANINV OUT=689.60STA10+00.00ELEV685.54CROWN686.21PROP 15"STORM XING11+55.53= 22° BEND11+67.08= 45° BENDFFE=696.50'BLDG FACECONNECTTO PROP8" SEWERSTRUCTUREEX. GRADE@ PIPE C/LPROP.GRADE @PIPE C/L11+69.68= CLEANOUT1.5'MIN.1.5'MIN.PROP 6"STORMXINGSANITARY SEWER LATERAL - CHURCHFHGFED10+38.45= CLEANOUTSANITARY SEWER LATERAL- RESIDENTIAL BLDGIPROP 8" W/L XING10+70= PROP.2" BALL VALVEPRIVATEFWPROP 6" SCH 80SLEEVE WITH INFW ESM'T18" STEELSLEEVEWITH IN FWESM'TUTE DRAINS TO WATERWAYS
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DRAINS TO WATERWAYSEXK1PROP. 20' CITYSAN. SEW.ESMN'TEXK211+0012+0013+0010+00EXJEXKPROP. 8" SAN. SEW.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPLAN VIEW1" = 50'PLAN VIEW1" = 50'PLAN VIEW1" = 50'NOTES:1. CONTRACTOR TO TEST PIT EXISTING UTILITIES AND RELOCATE AS NECESSARY.2. ALL RESTRAINT JOINTS TO EXTEND 20' INTO CUT
STANDBYGENERATORPUMP STATIONCONTROL PANEL(SEE DETAIL)PUMP STATIONWET WELL(SEE DETAIL)45° BENDS2" CTS HDPEDR11 FORCEMAIN4" SANITARYLATERAL151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGPS PLAN VIEW1" = 10'concrete4' min.4' min.3'10'1'NOTES:2'1'to pumpstation18" dia.holeundergroundpowerelectricsocketmeter(see notes1 thru 5)weather proof strobelight andvibrating horn(see notes 6 & 7)overhead light to be mounted onextention 2' above and 1' in frontof enclosure. (see notes 8 & 9)1. Enclosure construction: a. to meet NEMA 3R standards b. 4'-0" (W) x 4'-0" (H) x 1'-0" (D) c. 12 gage galvanized steel d. double doors with: 1) heavy duty hinges 2) heavy duty 3 point latching mechanism 3) heavy duty hasp (for padlock) e. drip shield f. back panel (of 12 gauge steel) to provide a minimum of 5/8" clearance2. The following items are to be mounted in enclosure: b. automatic transfer switch c. circuit breaker panel d. 110 V outlet e. pump control panel3. Controls to be in their own enclosures and mounted inside panel enclosure.4. The pump control panel shall be accessible without cutting off power.5. Inside 110 V outlet to be on separate circuit6. Light and horn shall be Edwards model no. 50-R (light) and model no. 876-N5 (horn) or Engineer approved equal.7. Alarm light and horn to have manual on/off switch inside control enclosure.8. Overhead light to be on separate circuit and have on/off switch inside enclosure. 9. Overhead light to be 175 watt 120 V equivalent LED security light.GRINDER SEWER PUMP STATIONELECTRICAL CONTROLS ENCLOSUREconduit togeneratormin. a. main disconnect minimum dimensions3 phase power monitorhigh water (wet well)pump #2 failurepump #1 failureOVERALL WIRINGload sideof metertolight(s)high water (wet well) 120 Vsensor for alarm light and hornnormally opendry contactshigh wateralarmcontactscontrolpaneltogenerator110 V alarm light and horn(with manual on/off switch)alarm wiring (inseparate conduit)110 V receptacle(inside enclosure)circuit breakerpanelmaindisconnectovercurrentprotectiongroundper N.E.C.codeautomatictransferswitchTYPICAL WIRING DIAGRAMSSEWER PUMP STATIONNOTE:Pump station controls shallprovide low voltage, shortcircuit and overload protectionon all phases.NOTE:The pump station alarm system shall monitor the main power supply, the auxiliary power supply,failure of each pump to discharge, high liquid level in the wetwell and have a test function.78 GPM @ 120' TDH
9+50 10+00 10+50 11+00 11+5066567067568068569069570066567067568068569069570010210+00.00=DI-3B (L=4')INV OUT=686.13INV IN=687.13INV IN=686.3810+72.00=DI-3B (L=4')INV OUT=688.509+50 10+00 10+50 11+00 11+5066567067568068569069570066567067568068569069570010310+00.00=DI-3BCC (L=6')INV OUT=686.67INV IN=687.67INV IN=686.9210+71.42=EW-1INV OUT=690.009+50 10+00 10+50 11+0067067568068569069570070567067568068569069570070510410+00.00=MH-1INV OUT=687.19INV IN=692.50INV IN=687.4410+25.67=NYP-12" W/ PED GRATEINV OUT=692.63INV IN=692.7310+49.46=NYP-12" W/ PED GRATEINV OUT=692.85INV IN=692.95 (2-6")TOP=696.00TOP=696.31TOP=696.00102A103A104A104BPROPOSEDGRADEEXISTINGGRADEHGLPROPOSEDGRADEEXISTINGGRADEHGLPROPOSEDGRADEEXISTINGGRADEHGLCOMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 698TOP=693.74TOP=692.75TOP=695.209+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+0067067568068569069570070567067568068569069570070510010110210310410510610710810911111211311410+00.00=ES-1INV OUT=685.4010+27.00=DI-3B (L=4')INV OUT=685.55INV IN=685.80INV IN=685.8010+89.00=DI-3B (L=4')INV OUT=686.13INV IN=686.38INV IN=687.1311+44.00=DI-3CC (L=6')INV OUT=686.67INV IN=686.92INV IN=687.4212+06.18=MH1INV OUT=687.23INV IN=687.48INV IN=692.5012+23.53=DI-1INV OUT=687.60INV IN=687.8012+73.42=DI-1INV OUT=688.05INV IN=688.55INV IN=692.8013+03.19=DI-3B (L=4')INV OUT=688.71INV IN=688.9613+62.31=DI-3C (L=6')INV OUT=689.26INV IN=689.5114+33.86=NYP-18" W/8" SOLID COVERINV OUT=689.87INV IN=690.10 (15")INV IN=692.42 (8")INV IN=692.97 (6")14+94.12=NYP-15" W/8" SOLID COVER & REDUCER INV OUT=690.40INV IN=693.11TOP=685.40TOP=692.40TOP=696.00TOP=695.65TOP=695.39TOP=694.58TOP=696.28TOP=696.32TOP=695.85TOP=696.34TOP=694.23PROPOSEDGRADEEXISTINGGRADEHGLCOMPACT FILL TO95% MAXIMUMDRY DENSITY PERASTM D 698INV IN=690.4015+15.11=NYP-12" W/ PED. GRATEINV OUT=690.52INV IN=690.5215+65.94=NYP-12" W/ 8" SOLID COVER & REDUCERINV OUT=690.78INV IN=691.7116+34.96=DUCTILE IRON CLEANOUTINV OUT=692.0624' CL 1RIP RAPTOP=693.74TOP=695.20TOP=695.11INV IN=689.51INV IN=690.78INV IN=692.0672' - 15" HDPE @1.90%26' - 8" PVCSDR35@0.50%24' - 6"PVCSDR35@0.50%STR 102 - STR 102A STR 103 - STR 103A STR 1041 - STR 104B75' - 18" HDPE @3.61%27'- 24" HDPE @0.56%61' - 15" HDPE @0.50%PROP 8"SAN. XINGPROP 8"W/L XINGSTR 100 - STR 11462' - 24" HDPE @0.53%55' - 24" HDPE @0.54%62' - 24" HDPE @0.50%17'- 24" HDPE @0.69%50' - 24" HDPE @0.50%30' - 18" HDPE @0.54%59' - 18" HDPE @0.50%72' - 15" HDPE @0.50%PROP 4"SAN. LAT.XINGPROP 4"SAN. LAT. XINGPROP 8"SAN. LAT. XING21'- 12" HDPE @0.57%51' - 12" HDPE @0.51%69' - 6"PVC SDR35 @0.51%9+50 10+00 10+50 11+00 11+5067067568068569069570070567067568068569069570070510610+00.00=DI-1INV OUT=688.05INV IN=692.80INV IN=688.5510+42.99=NYP-12" W/ PED GRATEINV OUT=693.05INV IN=693.1510+54.45=NYP-8" W/ SOLID COVERINV OUT=693.21INV IN=693.21TOP=695.39TOP=696.05TOP=696.339+50 10+00 10+50 11+00 11+5067067568068569069570070567067568068569069570070510910+00.00=NYP-18" W/8" SOLID COVERINV OUT=689.85INV IN=692.42 (8" )INV IN=690.10 (15" )INV IN=692.59 (6" )10+70.86=NYP-12" W/ PED GRATEINV OUT=692.7810+78.61=NYP-12" W/ PED GRATE10+87.02=NYP-8" W/ SOLID COVERTOP=696.28TOP=696.23TOP=696.05TOP=696.339+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+0067067568068569069570070567067568068569069570070510120020120220320420510+00.00=DI-3B (L=4')INV OUT=685.55INV IN=685.80INV IN=685.8010+65.71=DI-3C (L=6')INV OUT=686.13INV IN=687.1311+50.93=DI-3B (L=4')INV OUT=687.55INV IN=687.8012+93.31=NYP-18" W/ PED GRATEINV OUT=689.67INV IN=689.77INV IN=691.2013+09.84=NYP-15" W/ PED GRATEINV OUT=689.85INV IN=689.9514+31.00=NYP-12" W/ PED GRATEINV OUT=690.56INV IN=690.6615+33.26=NYP-15" W/ PED GRATETOP=692.40TOP=691.47TOP=692.31TOP=694.45TOP=695.16TOP=695.22TOP=695.22106A106B109D109E109FPROPOSEDGRADEEXISTINGGRADEHGLPROPOSEDGRADEEXISTINGGRADEHGLPROPOSEDGRADEEXISTINGGRADEHGLCOMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 698COMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 698INV IN=692.95INV OUT=692.99INV IN=693.09INV OUT=693.1315+69.04=NYP-12" W/ PED GRATEINV OUT=691.85TOP=694.50206INV OUT=691.17INV IN=691.679+50 10+00 10+50 11+0067568068569069570070567568068569069570070571011110+00.00= NYP-15" W/8" SOLID COVERINV OUT=690.40INV IN=693.1110+16.60=NYP-15" W/ PED GRATEINV OUT=693.20TOP=696.32TOP=696.20111APROPOSEDGRADEEXISTINGGRADEHGL710COMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 698INV IN=690.40INV IN=693.2071' - 8" PVC SDR35 @0.50%66' - 24" HDPE @0.50%85' - 12" HDPE @0.50%142' - 12" HDPE @1.31%17'- 12" HDPE @0.50%121' - 12" HDPE @0.50%102' - 12" HDPE @0.50%STR 106 - STR 106B STR 109 - STR 109FSTR 101 - STR 20543' - 6" PVC SDR35 @0.58%11' - 6" PVCSDR35 @0.52%8'- 6" PVC SDR35 @0.52%8'- 6"PVC SDR35 @0.50%36' - 6" PVC SDR35 @0.50%PROP 8" SAN. XINGPROP 8"SAN. LAT. XINGSTR 111 - 111A17'-12" HDPE @0.50%151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGV: 1" = 5'H: 1" = 50'
9+50 10+00 10+50 11+00 11+5067067568068569069570070567067568068569069570070520210+00.00=NYP-18" W/ PED GRATEINV OUT=689.67INV IN=691.20INV IN=689.7710+59.59=NYP-12" W/ PED GRATEINV OUT=693.22TOP=694.45TOP=696.18202APROPOSEDGRADEEXISTINGGRADEHGLCOMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 6989+00 9+50 10+00 10+50 11+0067568068569069570070571067568068569069570070571010811510+00.00=DI-3C - 6'INV OUT=689.26INV IN=689.51INV IN=689.5110+21.00=DI-3B -10'INV OUT=689.61INV IN=689.61TOP=694.58TOP=694.70HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+00 11+50 12+00 12+5066567067568068569069570066567067568068569069570010+00.00=ES-1 (30")INV OUT=681.1510+47.50=DI-3C - 6'INV OUT=681.40INV IN=681.5010+96.59=DI-3CC - 6'INV OUT=681.75INV IN=681.8511+27.39=DI-1INV OUT=682.05INV IN=682.85INV IN=684.1011+35.41=DI-3B - 4'INV OUT=682.95INV IN=683.9512+33.43=ES-1 (30")INV OUT=685.65INV IN=685.65TOP=682.56TOP=688.80TOP=689.00TOP=690.40TOP=690.45TOP=686.22EXISTINGGRADEHGLPROPOSEDGRADE543216665670675680685690695700665670675680685690695700EX210+00.00=EX. DI-7INV OUT=683.62INV IN=683.94 (15"-2A)INV IN=684.35 (15"-2C)INV IN=683.92 (24"-2B)10+43.51= DI-7INV OUT=684.16PROP. TOP=688.00TOP=687.15HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+00966567067568068569069570066567067568068569069570010+00.00=DI-1INV OUT=682.05INV IN=684.10INV IN=682.8510+90.00=DI-1INV OUT=687.10TOP=690.40TOP=691.10HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+0044A12' CL 1RIP RAP665670675680685690695700665670675680685690695700EX210+00.00=EW-1 (24")INV OUT=681.15INV IN=681.1510+60.00=DI-3B - 4'INV OUT=682.65INV IN=682.90INV IN=683.6511+05.82=EX. DI-7INV OUT=683.62INV IN=684.35 (15"-2C)INV IN=683.92 (24"-2B)INV IN=683.94 (15"-2A)TOP=688.97PROP. TOP=688.00HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+00 11+508712' CL 1RIP RAPCOMPACTFILL TO 95%MAXIMUMDRYDENSITYPER ASTMD 698EX. TOP=686.73EX110+53.43=INV OUT=682.78INV IN=682.78TEST PITEX. TOP=686.738' - 30" RCP III@1.25%APPROX.LOCATIONEX. 8" GASLINE XING.RELOCATE IFNECESSARY.TEST PITAPPROX. LOC. EX. 2" W/L XINGTEST PITTEST PITAPPROX. LOC. EX. 2" SAN FM XINGPROP. 2"SAN FM XING60' - 8"PVC SDR35 @3.39%STR 202 - STR 202A21'- 15" HDPE @0.50%98' - 30" RCP III @1.73%STR 108 - STR 115 STR 1- STR 644' - 15" RCP III @0.51%EX 2 - STR 990' - 15" RCP III @3.33%STR 4 - STR 4A60' - 24" RCP III @2.50%REPLACE EX CMPTO 46' -24" RCP III @1.57%STR 7 - STR EX2EX. 198' -24" CMP @1.62%APPROX. LOC.EX F.O. XINGAPPROX.LOC. EX. 12"W/L XINGAPPROX. LOC. EX.8" GAS LINE XING48' - 30" RCP III @0.53%49' - 30" RCP III @0.51%31'- 30" RCP III @0.65%APPROX. LOC. EX. F.O. XINGTEST PITPROP. 8"W/L XINGPROP. 12"W/L XINGTEST PITRELOCATE IFNECESSARYPROP. CONC.CRADLE10YRWSE = 697.98REPLACE EX CMPTO 46' -24" RCP III @1.57%9+50 10+00 10+50 11+006756806856906956756806856906959+50 10+00 10+50 11+0068068569069568068569069510+00.0010+00.0010+40.00INV. OUT = 690.30INV. IN = 693.70INV. OUT = 687.30INV. IN = 689.2010+44.00222320218.5' CL 1RIP RAPCULVERT 22-23CULVERT 20-217' CL 2RIP RAPEXISTINGGRADEEXISTINGGRADE44' - 18"RCP III @4.32%40' - 15"RCP III @8.50%10YR WSE= 691.7610YR WSE= 694.5266567067568068569069570066567067568068569069570010+00.00=DI-3B - 4'INV OUT=682.65INV IN=683.65INV IN=682.9010+20.39=DI-3C - 6'INV OUT=683.90INV IN=683.90TOP=688.97TOP=688.92HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+0088A670675680685690695700705670675680685690695700705113116INV OUT=690.78INV IN=690.78INV IN=691.7110+72.13=DI-1INV OUT=691.15TOP=696.34TOP=693.65HGLPROPOSEDGRADEEXISTINGGRADE9+50 10+00 10+50 11+00COMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 69820'- 15" RCP III @1.23%STR 8 - STR 8A STR 113 - STR 11672' - 12" HDPE @0.51%PROP. 8"W/L XING18"MIN.10+00.00=NYP-12" W/ 8" SOLID COVER & REDUCER151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGV: 1" = 5'H: 1" = 50'NOTES:1. EXISTING STORM STRUCTURE (EX.#2) IS A MODIFIED DI-7 WITH AN EXISTING OPENING IN THEBACK TO ALLOW FOR SURFACE STORMWATER RUNOFF TO ENTER THE STRUCTURE AS DI-7RIM ELEVATION IS HIGHER THAN THE EXISTING GRADE IN THE ADJACENT YARD. THE TOP OFEX#2 IS TO BE RAISED PER ROAD IMPROVEMENTS TO SENSENY ROAD AND THE OPENING INTHE BACK IS TO REMAIN TO ALLOW STORMWATER TO CONTINUE TO ENTER THE STRUCTURE.2. CONTRACTOR TO TEST PIT EXISTING UTILITIES AND RELOCATE AS NECESSARY.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00670675680685690695700705670675680685690695700705EXISTINGGRADEPROPOSEDGRADECOMPACT FILLTO 95%MAXIMUM DRYDENSITY PERASTM D 698PROP. 12"STORM XING8" W/LDIP CL 5211+36.30 = 45° BEND13+61.29 = 6" FIRE SERVICE & DOM. SERVICE 8"x6" TEE, 1-6" G.V.14+10.45 = 8"x6" CROSS, 2-6" G.V.,14+23.30 = 22.5° BEND14+50.22 = 45° BEND14+83.60 = 22.5° BEND4.0'MIN.WATERLINE "A" (FREDERICK WATER)PROP 8"SAN. XINGPROP 24"STM XING10+05.00 = 1-6" G.V., 8"x6" REDUCER10+00.00 = FH ASSEMBLY10+24.16 = 1" SERVICE LATERAL10+27.23 = 1-8" G.V.PROP 8"SAN. XING4.0'MIN.18"MIN.18"MIN.9+50 10+00 10+50 11+00 11+50670675680685690695700665670675680685690695700WATERLINE "B" (CITY)PROP. 30"STM XING10+00.00 = 45° BENDTIE TO EX. W/LEXISTINGGRADEPROPOSEDGRADE12" W/LDIP CL 523.0'MIN.PROP. 8"W/L XINGPROP. 2"SAN FM XING9+008+5012+0018"MIN.10+10.81 = 45° BEND10+75.31 = 45° BEND10+86.39 = 45° BEND18"MIN.11+86.42TIE PROP. W/L TO EX. W/LRESTRAINT JOINTS (TYP.)PROP.CONC.CRADLEAPPROX.LOC. EX.12" W/L11+31.24 = 8"x8" TEE, 3-8" G.V.11+35.21 = 22.5° BEND2 FH ASSEMBLIES, 1-8" G.V.16+09.78 = FH ASSEMBLY16+04.78 = 8"X6" REDUCER, 1-6" G.V.W/ FOSTER ADAPTERW/ FOSTER ADAPTER6" WLDIP CL 526" WLDIP CL 529+50 10+00 10+50 11+00 11+50665670675680685690695700665670675680685690695700WATERLINE "C" (FREDERICK WATER)8" W/LDIP CL 52PROPOSEDGRADEEXISTINGGRADE5.0'9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50670675680685690695700705670675680685690695700705EXISTINGGRADEPROPOSEDGRADEEXISTINGGRADE4.0'MIN.4.0'MIN.TEST PIT17+72.12 = 45° BEND10+10.00 = 12"x8" TEE,2-12" G.V., 1-8" G.V.12" W/LDIP CL 5210+00.00 = 12" END CAP &FLUSHING ASSEMBLY10+00.00 = 8"x12" TEE,2-12" G.V., 1-8" G.V.11+08.98 = 8"x8" TEE, 3-8" G.V.TEST PITAPPROX. LOC. EX. 8"GAS LINE XINGPROP. 15"STM XINGPROP. 2"SAN. FORCE MAIN XINGWATERLINE "D" (FREDERICK WATER)18"MIN.18"MIN.18"MIN.PROP. RELOCATED12" W/L XING17+77.12 = 12"X16" TEE,1-12" G.V., 2- 16" G.V.15+90.00 = AIR RELEASE VALVE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGV: 1" = 5'H: 1" = 50'NOTES:1. CONTRACTOR TO TEST PIT EXISTING UTILITIES AND RELOCATE AS NECESSARY.2. ALL RESTRAINT JOINTS TO EXTEND 20' INTO CUT
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNTS
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNTS
STAIRS (5R)5' S/W74
34.02'39.2'05.98'102A104B106A106B109F109D109C109A111A114200201202203202A2042051110A10109E206DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST
DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS80.81'
10+0016+0016+09.78X-SEC "A"X-SEC "3"X-SEC "5"CURB TRANSITIONCG-6R TO CG-6 (TYP)CURB TRANSITIONCG-6R TO CG-6 (TYP)RETAINING WALL W/HANDRAIL(STRUCTURAL DESIGN BY OTHERS)CURB CUT(2' W)X-SEC "5"3:13:11+002+001+00692
0696696694
6946692694686
688
690
682
684
676678680682684686688690696N 32°06'42" E 918.87'EXJEXKEXK111+0012+0013+0014+0015+
0
0
PROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)FFE: 696.50'RETAINING WALLW/ HANDRAILEX. SANMAIN10+00TW=692.00BW=692.00TW=690.00BW=689.50TW=695.09BW=688.00TW=694.60BW=685.50TW=694.60BW=684.11TW=694.60BW=681.75TW=693.79BW=679.76TW=693.02BW=678.38TW=693.14BW=685.43TW=694.88BW=678.86TW=694.60BW=685.43TW=694.60BW=687.089+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00680685690695700705675680685690695700705PROPOSED GRADE ATHIGH SIDE OF WALLEXISTING GRADE ATLOW SIDE OF WALLPROP. PARALLELSTORM SEWER10+00.00=BEGIN RETAINING WALL15+26.74=END RETAINING WALLSAN. SEW. XINGRETAINING WALLNOTES:1. RETAINING WALL AND SYSTEM TO BE DESIGNED BY OTHERS. (UNDER SEPARATE BUILDING PERMIT)2. HANDRAIL VDOT HR-1 OR APPROVED EQUIVALENT. (HANDRAIL NOT SHOWN FOR CLARITY)3. RETAINING WALL PROFILE DEPICTS FINISHED GRADE AT HIGH SIDE AND LOW SIDE OF RETAINING WALL.WALL HEIGHT TO BE DETERMINED BY RETAINING WALL DESIGNER.PROPOSED RETAINING WALL(DESIGN BY OTHERS)PROPOSED RETAINING WALL(DESIGN BY OTHERS)PROPOSED RETAINING WALL(DESIGN BY OTHERS)BUILDING FF = 696.5FOUNDATION DRAINBACKFILLBACKFILLBACKFILLTYPICAL SECTION 1STATIONS 10+00 - 10+90(10+53)NTSTYPICAL SECTION 2STATIONS 10+90 - 13+11(13+00)NTSTYPICAL SECTION 3STATIONS 11+13 - 15+23.45(13+78)NTSFOUNDATION DRAINFOUNDATION DRAINBUILDING FF = 696.5STORM STRUCTURE@ STA. 10+52.5612" STORM SEWER12" STORM SEWER3.67'VARIESVARIESNOTES:1.RETAINING WALL TYPICAL SECTION IS JUST TO SHOWPROXIMITY TO RETAINING WALL , HORIZONTAL ANDVERTICAL SEPARATION BETWEEN STORM AND SANITARY.2.RETAINING WALL SECTION IS NOT BASED ON ANY ACTUALDESIGN OF A WALL. RETAINING WALL DESIGN WILL BE BYOTHERS.151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGVDOT ROAD DESIGN MANUAL, APPENDIX A(1)
NOT TO SCALEGRASS CHANNEL SECTION #1NOT TO SCALEGRASS CHANNEL SECTION #2 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 3.06 CFS-- 3.71 FPS10 YR STORM EVENT: 4.24 CFS 0.33'--CHANNEL SLOPE 5.80%3:13:12'0.4'2.2'NOT TO SCALEGRASS CHANNEL SECTION #3 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 0.04 CFS-- 0.83 FPS10 YR STORM EVENT: 0.05 CFS 0.02' --CHANNEL SLOPE 5.80%4:13:1PROPOSED RETAINING WALL(DESIGN BY OTHERS)NOT TO SCALEGRASS CHANNEL SECTION #4PROPOSED RETAINING WALL(DESIGN BY OTHERS)NOT TO SCALEGRASS CHANNEL SECTION #5 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 0.05 CFS-- 0.75 FPS10 YR STORM EVENT: 0.07 CFS 0.07' --CHANNEL SLOPE 2.37%13:122:1NOT TO SCALEGRASS CHANNEL SECTION #6 PEAK FLOWDEPTHVELOCITY2 YR STORM EVENT: 14.60 CFS-- 4.49 FPS10 YR STORM EVENT: 23.90 CFS 0.33' --CHANNEL SLOPE 7.27%8:13:16'0.6'NA GREEN SC250 DITCH LINING(OR APPROVED EQUIVALENT)5.7'2.2'NA GREEN S75BN DITCH LINING(OR APPROVED EQUIVALENT)CROSS SECTION #4 REMOVED2.2'CROSS SECTION #1 REMOVED151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING2" LOCALIZEDDEPRESSIONMIN. SLOPE 4%2. EXPANSION JOINT FILLER SHALL BE1/2" BITUMINOUS TYPE PREFORMEDEXPANSION JOINT FILLER, ASTM D-17511. UNLESS OTHERWISE NOTED,CONCRETE SHALL BE CLASS A3NOTES:PROVIDE EROSIONPROTECTION PER PLANCONCRETE SCUPPERN.T.S.2'6"TAPER CURB8' MIN.18' OR 20'STRIPED AREAHANDICAPPEDSYMBOLSFC EP4.0' MIN.7.0' MAX.4" STEEL PIPE FILLED WITH CONCRETEDISPLAY CONDITIONS24"6"6"9"RESERVEDPARKING12"2'WHEEL STOPWITH EPSIGN (SEE DETAIL)HANDICAPPED PARKINGN.T.S.04/15VER 1NOTE:RAMP FOR HANDICAPPED MUSTBE LOCATED AT SAME POINTADJACENT TO THE STRIPEDAISLE.LIGHT COLOREDREFLECTIVEBACKGROUNDMAT'L.DARK COLORED2" LETTERS & 3/8"BORDERINTERNATIONAL SYMBOLOF ACCESSIBILITYUNLAWFULPARKING IN THISSPACE IS SUBJECTTO A FINE OF$50.00 TO $100.00LIGHT COLORED 1" LETTERSDARK COLORED REFLECTIVEBACKGROUND MATERIALSIGN SHALL BE LOCATEDSUCH THAT IT WILL NOT BEOBSCURED BY VEHICLEPARKED IN SPACE.8' VAN ACCESSIBLE SPACE5' FOR REGULAR SPACECONCRETE SIDEWALKN.T.S.-2%4" 3000 PSI VDOT A3 CONCRETE4" SUBBASE (21-A STONE)WIDTH VARIESSEE SITE PLANCOMPACTED SUBGRADE(COMPACTED TO 95%DENSITY AT OPTIMUMMOISTURE CONTENTVDOT VTM-1 METHOD)* CONCRETE TO BE AIR ENTRAINED. AIR TO BE 6% ±1.5. SLUMP TO BE 5" ±1"6x6 WWMSAW-TOOTH CURB OPENINGSN.T.S.MODIFIED2"R (TYP.)4' TYP.2'2'3" TYP.2' GUTTER PANCURB OPENINGCURB OPENINGFLOW LINEBACK OFCURB2.0%2.0%2'2'2' GUTTER ONBACK OF CURBOVERLANDRELIEF WEIREDGE OF PAVEMENT
2. FINISHED SIDE OF FENCE SHALL FACEADJOINING PROPERTY, IF APPLICABLE.1. PRESERVATIVE STAIN ON ALL WOOD.COLOR TO MATCH THAT OF BLDG.NOTES:3.5"1.25"3.5"1 3/4"4"X4"X8' POSTS2"X4"X4' BEAMS, TOE NAIL TO POSTCOMPACTED GRAVEL4'-0"1"X4"X4'-8" SLATS, 2-FINISH NAIL ATTOP AND BOTTOM6"3"3'-0"6'-0"4"8"5'-8"8"NOT TO SCALEWOOD FENCE DETAIL OR APPROVED EQUAL,FOR BUFFER SCREENING (FENCE 6')WITH BOARD ON BOARD CONSTRUCTION1'-0"6'-0" MIN 1'-6"MINMINNTSCOMPACTED SUBGRADEEXP. JOINT TYP.GATE HINGES PERMANUFACTURER'S SPECDUMPSTER SLABPRESSURE TREATED BOARD ON BOARDWOOD GATE OR APPROVED EQUAL6"X 6"X 1/4" STEEL TUBE FILLEDW/ CONCRETE & EMBEDDEDINTO CONCRETE FOOTINGTRAVEL WAY PAVEMENT7" THICK POURED CONCRETE PAD W/ 6X6-10/10W.W.M. ON COMPACTED 6" AGGREGATES BASEBELOW SLAB AND FOOTINGTRASH ENCLOSURE DETAIL6'-0"151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING1. The City's Water and Sewer Standards and Specifications are available at www.winchesterva.gov/engineering.2. The contractor shall adhere to the standards and specifications in effect at the time of construction.3. The contractor shall coordinate with and arrange for inspection by the City.4. Exact locations of water and sewer services on new lines are to be coordinated with the City's inspector.5. All waterlines are to be class 52 DIP.WINCHESTER PUBLIC SERVICES NOTES
151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
WATER VAULT NOTES:1. FREDERICK WATER TO PROVIDE DOMESTIC 2" NEPTUNE WATER METER.2. FIRE METER TO BE 6" NEPTUNE HP PROTECTUS III FIRE SERVICE METER PER FW SPECIFICATIONS.3. WATER LINES, FITTINGS AND GATE VALVES WITHIN THE VAULT TO BE FLANGED DIP CLASS 52 UNLESS OTHERWISE SPECIFIED. SIZE AS SHOWN.4. INTERIOR METER VAULT DIMENSIONS ARE MINIMUM W= 8' BY L= 16'. INTERIOR BACKFLOW PREVENTION VAULT TO BE MINIMUM W= 6' BY L= 8'.5. WATER METER AND BACKFLOW PREVENTION ASSEMBLIES TO BE PER FW SPECIFICATIONS.5' minimumMETER INTERFACE UNIT;BRACKET FURNISHED BYFW AND INSTALLED BYCONTRACTORBACKFLOW PREVENTION ASSEMBLY6"TEEGATE VALVE6" BYPASS LINE6" GATE VALVE6" NEPTUNE HP PROTECTUS IIISADDLE ANDCORPORATION STOPDOMESTIC METERTO BUILDINGTO BUILDINGS.S. PIPE STANDS (TYP.)6" STONE BASENOTES:1. All fittings and pipe in vault to be flanged D.I. Class 52.2. Access door shall be Halliday Products H1R3636 or FW approved equal.3. Water meter and backflow prevention assemblies to be per FW specifications. 4. Precast vaults shall have a minimum wall, top and floor thickness of 6". 5. Precast vaults shall be H20 rated. 6. 24" clearance required between vault walls and fittings.VAULT DIMENSIONS TOBE DETERMINEDVAULT DIMENSIONS TOBE DETERMINED6" STONE BASEACCESS DOORFIRE SERVICE AND DOMESTIC SERVICE VAULT DETAILLINK-SEAL(TYP.)LINK-SEAL(TYP.)LINK-SEAL(TYP.)ALUMINUM ACCESSLADDERS.S. PIPE STANDS (TYP.)EBAA MEGAFLANGE3' MIN.TO BUILDINGDIPCLASS 522 FT MIN.3' MIN.3' MIN.DIPCLASS 524' MIN.FW PRIVATE6" DIPCLASS 526" DIPCLASS 5290° BEND6"TEE151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERING
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST
DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLAST DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST
DUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST
DO NOT POLLUTE
DUCTILE IRON
NYLOPLAST
DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRON
DO NOT POLLUTE DRAINS TO WATERWAYS
NYLOPLASTDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYS
3 Bn4 Bn4 Ar1 Ar2 Ar10 Zs7 Ls19 Bg92 Im2 Ls7 Ls5 Bu30 ToFence 6' Ht.(see sheet 32A)Fence 6' Ht.(see sheet 32A)2 Ar4 Ms1 Ar1 Ar1 Ms2 Ms2 Ms2 MsFence 6' Ht. (Provide clearancefrom ground to allow runoff to flowunder fence)No Fence in sanitarysewer easement1 Ms151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGLANDSCAPING MAINTENANCE NOTESA. All landscaped area shall be maintained in good condition by owner.B. Reasonable provisions shall be made to protect landscaping from vehicles, pedestrians and shopping carts.C. Dead or dying vegetation shall be replaced at the direction of the site administrator.GENERAL CONDITIONSSCOPE OF WORKThe landscape contractor shall provide all materials, labor and equipment to complete all landscapework as shown on the plans and specifications.NOTE: If contractor bids according to the Plant List, he/she should thoroughly check the plant listquantities with the symbols drawn on the plan, to be sure there are no discrepancies. If there is adiscrepancy between the drawing and the list on the plans, the drawing takes precedence.STANDARDSAll plant material will conform to the current issue of the American Standard for Nursery Stockpublished by the American Nursery & Landscape Association (ANLA). Plant material must beselected from nurseries that have been inspected and certified by state plant inspectors.Collectedmaterial may be used only when approved by owner's representative.Nomenclature will be inaccordance with Hortus III by L.H. Bailey.SUBSTITUTIONS: PRE-BIDIt is the landscape contractor's responsibility to make every reasonable effort to find the plantsspecified by the landscape architect. The landscape contractor may offer substitutions to thelandscape architect for his/her consideration.The landscape contractor will notify the landscapearchitect if there are known diseases or insect resistant species that can be substituted for aselected pest-prone plant. The contractor shall submit a base bid as per plan plus priceclarifications for all recommended substitutions.SUBSTITUTIONS: POST-BIDIt is the intent to eliminate post-bid substitutions. However, in the event that the contract materialhas become unavailable, an appropriate substitution must be approved by the owner'srepresentative and the Frederick County Planning DepartmentUTILITIES AND UNDERGROUND FEATURESThe landscape contractor shall notify utility companies and/or the general contractor in advance ofconstruction to locate utilities.If there is a conflict with utilities and the planting, the landscape architect shall be responsible forrelocating plants prior to the planting process. Any cost due to relocating after planting shall beborne by the owner.If plants are to be installed in areas that show obvious poor drainage, and the plants areinappropriate for that condition, the landscape contractor shall notify the landscape architect andowner. If they deem necessary, the plants shall be relocated, the contract shall be adjusted to allowfor drainage correction at a negotiated cost, or the plant selection modified by the landscapearchitect to accommodate the poor drainage.No trees or shrubs shall be placed on Frederick Water easements.WARRANTYThe standard warranty is for one (1) year period, excluding bulbs, sod and annuals, commencingon the date of initial acceptance. All plants shall be alive and in satisfactory growth at the end ofthe guarantee period. Any material that is 25% dead or more shall be considered dead and must bereplaced at no charge. 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 planting period. Replacements shall be of the sametype, size and quality as original species unless otherwise negotiated.STANDARDSA. Plants will be in accordance with the current ANLA's Standards and conform in general torepresentative species.B. Balled and Burlapped (B&B)1. Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. Thereshould be no excess soil on top of the rootball or around the trunk.2. Ball sizes shall be in accordance with ANLA Standards.3. Caliper and Height Measurement: In size grading B&B single trunk trees, caliper shall takeprecedence over height. Caliper of the trunk shall be taken 6" above ground level (up to andincluding 4" caliper size) and 12" above the ground level for larger trees. For multiple-trunktrees, height measurement shall take precedence over caliper.C. Container - Grown Stock1. The size of container-grown shrubs is measured by height and width of the plant.Container-grown trees are measured by the same standars listed in B.3. above. The rootsystem of container-grown plants shall be well developed and well distributed through out thecontainer.2. All container-grown trees and shrubs that have circling (girdling) and matted roots shall be treated inthe following manner prior to planting: separate the roots by hand, untangling so circling roots will notdamage future of the plant.See Planting procedures for all Container-Grown Trees & Shrubs in thissection.3. All container-grown plants should be grouped and watered daily until they are planted, the soil shallbe kept moist with the equivalent of one-inch of rainfall per week.D. Pruning shall be done before planting or during the planting operation.E. All plant material in transit shall be covered to keep material from drying out. The covering shallcomply with the state and local laws pertaining to the transport of materials.F. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Treesand shrubs should not be left on site unplanted for more than 24-hours without adequate water toinsure root survival.INSPECTIONA. Plants may be subject to inspection and approval by the owner or owner's representative at the placeof growth or holding yard for conformity to specification requirements as to quality, size and variety.B. Plants damaged in handling or transportation can be rejected by the owner or owner'srepresentative.C. State nursery inspection certificates shall be furnished to the landscape architect upon request.PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBSA. Remove the plant either by cutting or inverting the container.B. For untreated plastic container-grown pplants with circling roots, separate roots by hand anduntangle roots the length of the rootball.C. Plant shrub or tree a minimum of 18 of the height of the rootball above existing grade.D. Apply a 2" to 3" thick layer of approved hardwood mulch. Keep mulch 6" away from the trunk of alltrees and shrubs.E. Plants grown in root containment bags must have bags removed during the planting operation. Noadditional slashing of the rootball is necessary.SEEDING NOTES1. Topsoil shall be spread at a depth of 4".2. Before sodding or seeding and landscaping the contractor will till all compacted areas at least 6" indepth to loosen the compacted soils and add amendments3. Pulverized agricultural limestone shall be incorporated into soil at a rate of 92 lbs. per 1000 s.f. (2tons per ac.).4. Fertilize with 10-10-10 at a rate of 23 lbs. per 1000 s.f. (1000 lbs. per ac.).5 Seed mix shall consist of 67% Kentucky 31 Tall Fesue and 33% Sericea Lespedeza applied at therate of 120 lbs. per ac. or similar drought tolerant mix.6. Straw mulch shall be applied to all seeded areas at the rate of 3500 lbs. per acre and anchored withcutback, or emulsified asphalt applied at a rate of 200 gallons per ac..7. No slope in excess of 25% will be seeded (or sodded).36" Ht92ImIlex x meserveae 'Mesdob'China Boy HollyBgBuxus x 'Green Mountain'Green Mountain Boxwood36" Ht.19Red Maple Acer rubrumABB BOTANIC NAME COMMON NAME QUANTITY SIZEArPROPOSED TREE PLANTINGS11PROPOSED SHRUB PLANTINGS2" cal, B&B30Emerald Green ArborvitaeThuja occidentalis 'Smaragd'To2" cal, B&B10Japanese ZelkovaZelkova serrata Zs2" cal, B&B#5 cont.5Whitebarked Himalayan Birch Betula utilis var. jacquemontiiBu2" cal, B&B16SweetgumLiquidambar styraciflua Ls7River BirchBetula nigraBn2" cal, B&BDIG HOLE 2X-3X ROOT BALL WIDTHSCALE: NOT TO SCALE12"TREES <4" CAL.TREE PLANTING - VERTICAL STAKESFIRM BEARING SOILWIND CONDITIONS-EXTENDED TOUPRIGHT STAKES-IN SEVERETREE CHAIN OR TIERUBBER HOSEOPTIONAL WITH TIEUPRIGHT STAKESEXTENDED TO FIRM BEARING SOILPLACE STAKES PARALLELTO WALKS AND BUILDINGSCORNER OF ROOT SYSTEM TO BE AT LINE OF ORIGINAL GRADE.FIRMLY COMPACTED SAUCER MIXTURE.SCARIFY PIT BOTTOM (MIN. 6").NOTES:1. MIN. ROOT SPREAD TO BE IN ACCORDANCE WITH"AMERICAN STANDARDS FOR NURSERY STOCK."2. PRUNE ALL DAMAGED, DISEASED, OR WEAK LIMBS & ROOTS.3. CLEARLY PRUNE ALL DAMAGED ROOT ENDS.4. DO NOT ALLOW ROOTS TO DRY OUT DURING INSTALLATION PROCESS.5. SOAK ROOTS IN WATER OVERNIGHT BEFORE PLANTING.TYPICAL PLANTING DETAIL - SHRUB2 x BALL DIA. MINSCARIFY PIT SIDESSCALE: NOT TO SCALEGENTLY COMPACTED TOPSOIL (USE TOPSOIL)THIS SHEET FOR LANSCAPING ONLYCALCULATIONS:Total Site: 4.971 ac. or 216,536.8 sfImpervious Area = 1.83 or 79,617 sfGreenspace = 3.14 ac. or 136,920 sf.(63%)Interior Parking Lot Landscaping (165-202.01(D)(13)(b): 1 tree per 10 spaces93 spaces proposed/ 10= 9 trees required, 9 trees providedPerimeter Landscaping (165-202.01-(D)(13)(a): x 70,410.99 impervious area (1.61 ac)1 tree per 2,000 sf impervious area for first 100,000 sf = 40 trees required, 40 trees provided1 tree per 5,000 sf impervious area thereafter = 0 trees requiredStreet Tree Plantings: Street trees are not required but are being provided as part of the modified roadefficiency buffer. (Typically 1 tree for every 40 lf. of frontage)253.8 lf. Senseny Rd. /40 = (6.34) 6 trees typical, 7 trees providedTOTAL TREES REQUIRED: 49TOTAL TREES PROVIDED: 56Parking Perimeter Screening110- Evergreen ShrubsNOTES: 1. Tree and shrub sizes shown on plan view are illustrative, sizes at planting are as shown in plant schedule.*2. The placement of trees shown on the plan may change at the time of install. The owner reserves the right to relocate trees, for aesthetic purposes, with prior approval from Frederick County Planning Department.*3. All plants shall conform with Frederick County's approved landscape list; substitutions must be approved in writing by the Frederick County Planning Department.4. The owner has requested a Modified Road Efficiency Buffer per the exemption contained in FrederickCounty zoning ordinance §165-203.02(E)(5) as the topography changes +/- 6' from Senseny Road to thenew parking area and buildings. Street trees are being provided along the property frontage with SensenyRoad as part of this modification.5. The owner has requested a Category Type B Buffer modification per the exemption contained in FrederickCounty zoning ordinance §165-203.02(C)(&) as an existing utility (sanitary sewer) conflicts (crosses) thebuffer area near the existing adjacent townhomes. A 6' screening fence is being provided along theboundary adjacent to the townhomes except at the utility conflict.12Flowering CrabappleMalus sp.Ms2" cal, B&B
PROPOSED BUILDING4 STORY SENIOR RESIDENTIAL (63 UD UNITS)FFE: 696.50'FUTURE CHURCHADDITIONFFE: 696.50'
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@ 25'AA @ 25'A@2A @ 25'2555@ 25'@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@A A@A@A AA A @@@@A555A@@@@@@@A@@AA@@@@@@@@@@A2525A27.77.77..7.A @ 25'@@@@@@AAAAAAAAAAAAAAAAAAAAA@@@A@AA AAAAA@25A@@@@@@2555.95.994.54.54444243.13.122A @ 25'@@A @ 25'AAAA@A@@@A @ 25'22@@2@2@554.54.5A @ 25'A5'551.01.0A @ 25'@ @ 0500A @ 25'55555500B @ 13'B @ 13'@ 25'@@@@@@@@@@2@@@22@@22@A @ 2AAAAAA@ 2525A@@ 25@@ 2A3.3.A @ 25'AAAAAAA @ 25AAAA@25@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@@5@255554.8.85.05.0032223.1312ZONED: RPUSE: SCHOOLZONED: RPUSE: SINGLE FAMZONED: RPUSE: MULTI-FAMZONED: RPUSE: SINGLE FAM ATTZONED: B1USE: VACANT151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGNOTES:1. AREA FIXTURES SHALL BE MOUNTED ON 25' POLES WITHOUT PEDESTAL.2. FULL CUTOFF WALLPACKS AND FULL CUTOFF AREA FIXTURES ARE PROPOSED.TYPICAL 25' LIGHT POLE DETAILNOT TO SCALECONCRETE LIGHTPOLE BASE (DESIGNBY STRUCTURALENGINEER)FINISHED GRADE ISFLUSH WITH THETOP OF THE BASE25' MAX. POLE HEIGHT(PER FREDERICK COUNTY CODE)LIGHT POLE W/CONCRETE BASELIGHT FIXTURE00
PROP. EPPROP. EGPROP. EGPROP. EPPROP. EPPROP. EGPROP. EGPROP. EPPROP. EPPROP. EGPROP. EGPROP. EPPROP. EPPROP. EGPROP. EGPROP. EP151 Windy Hill LaneWinchester, Virginia 22602Telephone: (540) 662-4185Fax: (540) 722-9528www.greenwayeng.comFND1971ENGINEERINGVEHICLE CENTER LINEKEYVEHICLE TIRE PATHNOTES:1. THE PASSENGER CAR (P) IS THE DESIGN VEHICLE THAT WILL ENTER AND EXIT THIS SITE WITHTHE MOST FREQUENCY. THIS ENTRANCE IS DESIGNED FOR PASSENGER CARS.2. OCCASIONALLY LARGER VEHICLES WILL ACCESS THE SITE AND A WB-40 IS SHOWN IN THEAUTOTURN SIMULATION THAT THE ENTRANCE WILL ACCOMMODATE THE LARGER VEHICLE.RIGHT TURN INRIGHT TURN OUTLEFT TURN INLEFT TURN OUTVEHICLE BODY ENVELOPE